{"id":10391,"date":"2024-03-21T12:27:22","date_gmt":"2024-03-21T11:27:22","guid":{"rendered":"https:\/\/www.uni.lu\/fstm-en\/?post_type=chairs&#038;p=10391"},"modified":"2026-02-16T11:46:24","modified_gmt":"2026-02-16T10:46:24","slug":"publications","status":"publish","type":"chairs","link":"https:\/\/www.uni.lu\/fstm-en\/chairs\/arcelormittal-chair-of-steel-construction\/publications\/","title":{"rendered":"Publications"},"content":{"rendered":"<div class=\"section py-0 static\">\n<section class=\"py-0 wp-block-unilux-blocks-free-section section\"><div class=\"container xl:max-w-screen-xl\"><!-- SecondaryNavigationMirror --><div class=\"js-secondary-nav--sticky wp-block-unilux-blocks-secondary-navigation\" id=\"d3283ac3-349a-4c26-bc5e-ef177a275862\">\n    <nav id=\"secondary-navigation\" role=\"navigation\" aria-label=\"Secondary menu\" class=\"secondary-nav\">\n        <button class=\"secondary-nav__button btn btn-solid--primary w-full\" aria-expanded=\"false\" 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<span class=\"secondary-nav__name\">Contact<\/span>\n    <\/a>\n<\/li>\n        <\/ul>\n    <\/nav>\n<\/div>\n<!-- end SecondaryNavigationMirror --><\/div><\/section>\n\n\n\n<section class=\"wp-block-unilux-blocks-free-section section\"><div class=\"container xl:max-w-screen-xl\">\n<h2 class=\"has-text-align-left wp-block-unilux-blocks-heading\"        id=\"publications\"\n    >\nPublications<\/h2>\n\n\n\n<div class=\"wp-block-unilux-blocks-accordion accordion accordion--theme accordion-standard\" data-reference=\"6c942b97-40f8-47bf-9d26-fd7678d1c416\" data-accordion-type=\"standard\"><div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n                    id=\"2025\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-de19660f-e7f0-443f-a8af-2e6bb7db86a3\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-de19660f-e7f0-443f-a8af-2e6bb7db86a3\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-de19660f-e7f0-443f-a8af-2e6bb7db86a3\"\n        >\n            <span class=\"accordion__title\">\n                                2025            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-de19660f-e7f0-443f-a8af-2e6bb7db86a3\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-de19660f-e7f0-443f-a8af-2e6bb7db86a3\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Innovative Column Splice for Circular Steel Construction (LAJ25.G)<\/strong><br>Arnaud Neutelers, Laurent Duch\u00eane, Jorge Conde Conde, Luis Simoes da Silva, Filip Ljubinkovic, Christoph Odenbreit, Jean-Fran\u00e7ois Demonceau.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.5281\/zenodo.17469383\">https:\/\/doi.org\/10.5281\/zenodo.17469383<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/67561\"><\/a><a href=\"https:\/\/hdl.handle.net\/10993\/67561\">https:\/\/hdl.handle.net\/10993\/67561<\/a><\/p>\n\n<p><strong>Experimental study on the flexural behaviour of demountable<\/strong> <strong>steel-concrete composite beams at room temperature and under<\/strong> <strong>fire exposure (LAJ25.H)<\/strong><br>P.S. Mora, A. Espin\u00f3s, C. Odenbreit, M.L. Romero.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2025.120880\">https:\/\/doi.org\/10.1016\/j.engstruct.2025.120880<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/67562\">https:\/\/hdl.handle.net\/10993\/67562<\/a><\/p>\n\n<p><strong><strong>Analyzing the minimum degree of shear connection for composite beams with prestressed dismountable shear connections LAC25.A1)<\/strong><\/strong><br>Adil Ahmed, Christoph Odenbreit, Dr. Jean-Francois, Dr. Jie Yang, Dr. Teodora Bogdan.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1201\/9781003658641-116\">https:\/\/doi.org\/10.1201\/9781003658641-116<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/2268\/338797\">https:\/\/hdl.handle.net\/2268\/338797<\/a><\/p>\n\n<p><strong><strong>CONNECT4C: High- strength steel connections for circular construction (LAC25.A3)<\/strong><\/strong> <br>A. Bernabeu Larena, G. Gonz\u00e1lez Sanz, T. Alves, N. Jankovi\u0107, F. Ljubinkovi\u0107, L. Sim\u00f5es da Silva, J. Conde Conde, A.J. Lara Bocanegra, A. Majano Majano, L. Duch\u00eane, A. Neutelers, J.F. Demonceau, A. Silva De Carvalho, T. Bodgan, C. Odenbreit, K. Mela.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1201\/9781003658641-35\">https:\/\/doi.org\/10.1201\/9781003658641-35<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/67586\">https:\/\/hdl.handle.net\/10993\/67586<\/a><\/p>\n\n<p><strong>Investigations on STC-Shallow floor beams: comparison between strain-based derived bending resistances and results of numerical models (LAC25.C) <\/strong><br>Adil Ahmed, Prof. Dr. Christoph Odenbreit, Prof. Dr. Jean-Francois Demonceau, Dr. Jie Yang, Dr. Teodora Bogdan.<\/p>\n\n<p>Orbi: <a href=\"https:\/\/doi.org\/10.52202\/080513-0548\">https:\/\/doi.org\/10.52202\/080513-0548<\/a><\/p>\n\n<p><strong>Quantifying the impact of structural solution and material reuse on carbon emissions of flooring systems: Innovative concept and analysing tool (LAC25.D1) <\/strong><br>Shahin Sayyareh, Teodora Bogdan, Thomas Ummenhofer, Julio L. Rivera, Christoph Odenbreit.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1201\/9781003488644-264\">https:\/\/doi.org\/10.1201\/9781003488644-264<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/67585\">https:\/\/hdl.handle.net\/10993\/67585<\/a><\/p>\n\n<p><strong><strong>Development and analysis of an innovative high-strength steel adaptable beam to column connection (LAC25.D2)<\/strong> <\/strong><br>A. S. de Carvalho, T. Bogdan, R. Matos, J. F. Demonceau, C. Odenbreit.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1201\/9781003488644-262\">https:\/\/doi.org\/10.1201\/9781003488644-262<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/67584\">https:\/\/hdl.handle.net\/10993\/67584<\/a><\/p>\n\n<p><strong><strong><strong>The Pavillion Petite Maison: A holistic view on the modular concept of the \u201cReuse Plug Play System\u201d design for Disassembly and Reuse (LAC25.D3)<\/strong><\/strong><\/strong><br>T. Bogdan, S. Sayyareh, A.S. de Carvalho, C. Odenbreit, A. Kozma.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1201\/9781003488644-263\">https:\/\/doi.org\/10.1201\/9781003488644-263<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/67583\">https:\/\/hdl.handle.net\/10993\/67583<\/a><\/p>\n\n<p><strong>Parametric finite element study of semi-rigid joints with long slotted holes (LAC25.E)<\/strong><br>\u00a0A.S. de Carvalho, A. Kozma, T. Bogdan, C. Odenbreit.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/cepa.70142\">https:\/\/doi.org\/10.1002\/cepa.70142<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/67582\">https:\/\/hdl.handle.net\/10993\/67582<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-5e93c9be-20c7-4026-bbbe-2c48d59d9d4d\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-5e93c9be-20c7-4026-bbbe-2c48d59d9d4d\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-5e93c9be-20c7-4026-bbbe-2c48d59d9d4d\"\n        >\n            <span class=\"accordion__title\">\n                                2024            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-5e93c9be-20c7-4026-bbbe-2c48d59d9d4d\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-5e93c9be-20c7-4026-bbbe-2c48d59d9d4d\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Experimental investigation on novel shear connections for demountable steel-timber composite (STC) beams and flooring systems.(LAJ24.B)<\/strong><br>Alfredo Romero, Christoph Odenbreit.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2024.117620\">https:\/\/doi.org\/10.1016\/j.engstruct.2024.117620<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/61284\">https:\/\/hdl.handle.net\/10993\/61284<\/a><\/p>\n\n<p><strong>Characterization of different longitudinal shear transfer mechanisms for profiles embedded in concrete walls (LAJ24.C)<\/strong><br>Dan Dragan, Rajarshi Das, Teodora Bogdan, Herve Degee.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2024.107044\">https:\/\/doi.org\/10.1016\/j.istruc.2024.107044<\/a> <br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/64253\">https:\/\/hdl.handle.net\/10993\/64253<\/a><\/p>\n\n<p><strong>Stahl-Holz-Verbundtr\u00e4ger \u2013 erste Bemessungsans\u00e4tze (LAJ24.D)<\/strong><br>Christoph Odenbreit, Alfredo Romero, Adil Ahmed, Teodora Bogdan.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stab.202400037\">https:\/\/doi.org\/10.1002\/stab.202400037<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/62184\">https:\/\/hdl.handle.net\/10993\/62184<\/a><\/p>\n\n<p><strong>Innovative demountable steel-timber composite (STC) beams: Experimental full-scale bending tests (LAJ24.F)<\/strong> <br>Alfredo Romero, Christoph Odenbreit.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2024.118599\">https:\/\/doi.org\/10.1016\/j.engstruct.2024.118599<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/64492\">https:\/\/hdl.handle.net\/10993\/64492<\/a><\/p>\n\n<p><strong>A novel shear connection and analysing algorithm to allow for circular economy in steel-concrete and steel-timber composite construction (LAC24.A) <\/strong><br>Christoph Odenbreit, Alfredo Romero, Andras Kozma<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/64301\">https:\/\/hdl.handle.net\/10993\/64301<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-5c2047d7-e52e-4691-934c-73c63b5d2f40\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-5c2047d7-e52e-4691-934c-73c63b5d2f40\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-5c2047d7-e52e-4691-934c-73c63b5d2f40\"\n        >\n            <span class=\"accordion__title\">\n                                2023            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-5c2047d7-e52e-4691-934c-73c63b5d2f40\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-5c2047d7-e52e-4691-934c-73c63b5d2f40\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Numerical study on design rules for minimum degree of shear connection in propped steel-concrete composite beams. (LAJ23.B)<\/strong><br>Valentino Vigneri, Christoph Odenbreit, Alfredo Romero.<\/p>\n\n<p>Doi: <a href=\"https:\/\/dx.doi.org\/10.1016\/j.engstruct.2021.112466\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/dx.doi.org\/10.1016\/j.engstruct.2021.112466<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/47131\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/47131<\/a><\/p>\n\n<p><strong>Demountable Composite Beams for A Circular Economy: Large Scale Beam Tests. (LAJ23.C)<\/strong><br>Andr\u00e1s Kozma, Jie Yang and Christoph Odenbreit.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stco.202300017\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stco.202300017<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/61282\">https:\/\/hdl.handle.net\/10993\/61282<\/a><\/p>\n\n<p><strong>Inelastic cyclic response of RBS connections with jumbo sections. (LAJ23.D)<\/strong><br>D.V. Bompa, A.Y. Elghazouli, T. Bogdan, M.R. Eatherthon, R.T. Leon.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2023.115758\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.engstruct.2023.115758<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/60593\">https:\/\/hdl.handle.net\/10993\/60593<\/a><\/p>\n\n<p><strong>Experimental Investigation on Strength and Stiffness Properties of Laminated Veneer Lumber (LVL). (LAJ23.F)<\/strong><br>Alfredo Romero and Christoph Odenbreit.<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.3390\/ma16227194\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.3390\/ma16227194<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/61798\">https:\/\/hdl.handle.net\/10993\/61798<\/a><\/p>\n\n<p><strong>The pavilion \u201cPetite Maison\u201d of the European Cultural Capital Esch&#8217;22: A case study of circular economy benefits in steel construction. (LAC23.B1)<\/strong><br>Shahin Sayyareh, Thomas Ummenhofer, Christoph Odenbreit.<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.1002\/cepa.2331\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.1002\/cepa.2331<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/61742\">https:\/\/hdl.handle.net\/10993\/61742<\/a><\/p>\n\n<p><strong>Bending resistance of steel-timber composite (STC) beams: analytical vs. numerical investigations. (LAC23.B2)<\/strong><br>Alfredo Romero, Jie Yang, Christoph Odenbreit.<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.1002\/cepa.2417\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.1002\/cepa.2417<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/61797\">https:\/\/hdl.handle.net\/10993\/61797<\/a><\/p>\n\n<p><strong>Design for disassembling, reuse, and the circular economy: a demonstration building, \u201cPetite Maison\u201d. (LAC23.B3)<\/strong><br>Christoph Odenbreit, Jie Yang, Andr\u00e1s Kozma, Alfredo Romero, Nicoleta Popa, Fran\u00e7ois Hanus, Renata Obiala.<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.1002\/cepa.2537\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.1002\/cepa.2537<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/61283\">https:\/\/hdl.handle.net\/10993\/61283<\/a><\/p>\n\n<p><strong>Shear transfer at the steel-concrete interface using different mechanical connectors. (LAC23.B4)<\/strong><br>Teodora Bogdan, Herve Degee, Dan Dragan, Renata Obiala.<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.1002\/cepa.2448\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.1002\/cepa.2448<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/60639\">https:\/\/hdl.handle.net\/10993\/60639<\/a><\/p>\n\n<p><strong>Load bearing behavior of concrete encased composite columns with high\u2010performance materials (LAC23.B5)<\/strong><br>Teodora Bogdan, Ozgun Ergun, P. Schurgacz, O.M. Anwaar, M. Rich, M. Sch\u00e4fer, M. Knobloch, W. Kurz<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/cepa.2705\">https:\/\/doi.org\/10.1002\/cepa.2705<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/60110\">https:\/\/hdl.handle.net\/10993\/60110<\/a><\/p>\n\n<p><strong>Load introduction for concrete-encased steel compo-site columns using high-performance materials. (LAC23.B6)<\/strong><br>Teodora Bogdan, M. Rich, O. Ergun, O. M. Anwaar, P. Schurgacz, W. Kurz, M. Sch\u00e4fer, M. Knobloch.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/cepa.2709\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/cepa.2709<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/60111\">https:\/\/hdl.handle.net\/10993\/60111<\/a><\/p>\n\n<p><strong>Characterization of the elevated temperature behaviour of demountable shear connectors in steel-concrete composite beams through push-out tests (LAC23.B7)<\/strong><br>R. Mansilla, A. Espin\u00f3s, Christoph Odenbreit, I. Pay\u00e1-Zaforteza, M.L. Romero.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2023.105810\">https:\/\/doi.org\/10.1016\/j.istruc.2023.105810<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/64251\">https:\/\/hdl.handle.net\/10993\/64251<\/a><\/p>\n\n<p><strong>Ultimate response characteristics of steel RBS connections with jumbo sections. (LAC23.C)<\/strong><br>Dan V. BOMPA, Ahmed Y. ELGHAZOULI, Teodora BOGDAN, Matthew R. EATHERTHON &amp; Roberto T. LEON.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2023.115758\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.engstruct.2023.115758<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/64289\">https:\/\/hdl.handle.net\/10993\/64289<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-70b9f462-e2ca-4bbb-9597-606438162441\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-70b9f462-e2ca-4bbb-9597-606438162441\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-70b9f462-e2ca-4bbb-9597-606438162441\"\n        >\n            <span class=\"accordion__title\">\n                                2022            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-70b9f462-e2ca-4bbb-9597-606438162441\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-70b9f462-e2ca-4bbb-9597-606438162441\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>A new concept and algorithm to transfer brittle and arbitrary load-slip curves into an effective shear resistance suitable for eurocode 4. (LAJ22.A)<\/strong><br>Andras Kozma, Ana M. Girao Coelho, Jie Yang, Christoph Odenbreit.<\/p>\n\n<p>Doi: <a href=\"https:\/\/dx.doi.org\/10.15632\/jtam-pl\/156164\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/dx.doi.org\/10.15632\/jtam-pl\/156164<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/54137\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/54137<\/a><\/p>\n\n<p><strong>Investigations on the lateral-torsional buckling of an innovative U-shaped steel beam in construction stage of composite beam. (LAJ22.B)<\/strong><br>Maxime Turetta, Christoph Odenbreit, Abdelouahab Khelil, Pierre-Olivier Martin.<\/p>\n\n<p>Doi: <a href=\"https:\/\/dx.doi.org\/10.1016\/j.istruc.2022.08.033\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/dx.doi.org\/10.1016\/j.istruc.2022.08.033<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/54138\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/54138<\/a><\/p>\n\n<p><strong>A Lego-like steel-framed system for standardization and serial production. (LAJ22.C)<\/strong><br>Christoph Odenbreit, Jie Yang, Alfredo Romero, Andr\u00e1s Kozma.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stco.202200021\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stco.202200021<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/61796\">https:\/\/hdl.handle.net\/10993\/61796<\/a><\/p>\n\n<p><strong>Numerical Investigation of Steel-LVL Timber Composite Beams (LAJ22.D)&nbsp;<\/strong><br>Alfredo Romero, Jie Yang, Fran\u00e7ois Hanus, Christoph Odenbreit.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/cepa.1694\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/cepa.1694<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/50374\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/50374<\/a><\/p>\n\n<p><strong>Design models for predicting the resistance of headed studs in profiled sheeting (LAJ22.E)<\/strong>&nbsp;<br>Valentino Vigneri, Stephen J. Hicks, Andreas Taras and Christoph Odenbreit&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/dx.doi.org\/10.12989\/scs.2022.42.5.633\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/dx.doi.org\/10.12989\/scs.2022.42.5.633<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/54140\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/54140<\/a><\/p>\n\n<p><strong>A Reusable Structural System Fit for Geometrical Standardisation and Serial Production. (LAJ22.F)&nbsp;<\/strong><br>Valentino Vigneri, Stephen J. Hicks, Andreas Taras and Christoph Odenbreit&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/dx.doi.org\/10.1002\/cepa.1693\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/dx.doi.org\/10.1002\/cepa.1693<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/54135\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/54135<\/a><\/p>\n\n<p><strong>Discussion of an algorithm to transfer arbitrary shear connector load-slip curves into an effective shear resistance. (LAC22.A)&nbsp;<\/strong><br>Odenbreit, Christoph and Kozma, Andras and Romero, Alfredo.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/50426\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/50426<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-7d125a58-ba80-4ed2-bf96-b84bf28c3cfd\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-7d125a58-ba80-4ed2-bf96-b84bf28c3cfd\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-7d125a58-ba80-4ed2-bf96-b84bf28c3cfd\"\n        >\n            <span class=\"accordion__title\">\n                                2021            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-7d125a58-ba80-4ed2-bf96-b84bf28c3cfd\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-7d125a58-ba80-4ed2-bf96-b84bf28c3cfd\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>A Etude experimentale et numerique du comportement mecanique d&#8217;une solution innovante de pourte mixte Acier-Beton en forme de U (LAJ21.A)&nbsp;<\/strong><br>Turetta, M., Pierre-Oliver, Abdelouahab, K., and Odenbreit, C.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46952\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46952<\/a><\/p>\n\n<p><strong>Effective bending stiffness of steel-concrete composite columns with multiple encased steel profiles (LAJ21.B)<\/strong><br>Chrzanowski, M., Odenbreit, C., and Obiala, R., Bogdan, T., and Deg\u00e9e, H.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.jcsr.2021.106607\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.jcsr.2021.106607<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/40010\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/40010<\/a><\/p>\n\n<p><strong>Numerical study on design rules for minimum degree of shear connection in propped steel\u2013concrete composite beams (LAJ21.C)&nbsp;<\/strong><br>Vigneri, V., Odenbreit, C., and Romero, A.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.engstruct.2021.112466\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.engstruct.2021.112466<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/47131\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/47131<\/a><\/p>\n\n<p><strong>Modified strut and tie model of headed stud shear connectors in open trough profiled sheeting for predicting the post-cracking load bearing resistance. (LAJ21.D)&nbsp;<\/strong><br>Valentino Vigneri, Christoph Odenbreit, Dennis Lam, Fran\u00e7ois Hanus.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/cepa.1341\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/cepa.1341<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/54473\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/54473<\/a><\/p>\n\n<p><strong>Investigations on the lateral-torsional buckling of an innovative U-shaped steel beam. (LAJ21.E)<\/strong><br>Turetta, Maxime and Odenbreit, Christoph and Khelil, Abdelouahab and Martin, Pierre-Olivier.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2022.08.033\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.istruc.2022.08.033<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/54138\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/54138<\/a><\/p>\n\n<p><strong>Push-out test database of 611 tests on headed studs in profiled steel sheeting transverse to the supporting beam (LAJ21.G)<\/strong>&nbsp;<br>Vigneri, Valentino; Hicks, Stephen; Odenbreit, Christoph&nbsp;<\/p>\n\n<p>Doi: <a href=\"http:\/\/10.17632\/j9pv9s6jzc.110\" target=\"_blank\" rel=\"noreferrer noopener\">10.17632\/j9pv9s6jzc.110<\/a><\/p>\n\n<p><strong>Resistance of a new type of flat shear connectors dedicated to composite columns. (LAC21.A1)<\/strong>&nbsp;<br>Chrzanowski, M., Odenbreit, C., Obiala, R., Bogdan, T., and Degee, h.&nbsp;<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.1201\/9781003132134-23\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.1201\/9781003132134-23<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/47728\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/47728<\/a><\/p>\n\n<p><strong>Numerical study on the revised rules for minimum degree of shear connection in propped and unpropped steel-concrete composite beams. (LAC21.A2)&nbsp;<\/strong><br>Odenbreit, C., and Vigneri, V.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/dx.doi.org\/10.1016\/j.engstruct.2021.112466\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/dx.doi.org\/10.1016\/j.engstruct.2021.112466<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/47729\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/47729<\/a><\/p>\n\n<p><strong>Effective resistance of demountable shear connectors. (LAC21.A3)&nbsp;<\/strong><br>Kozma, A., Yang, J., and Odenbreit, C.&nbsp;<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.1201\/9781003132134-39\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.1201\/9781003132134-39<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/47730\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/47730<\/a><\/p>\n\n<p><strong>Characterization of the Load-Slip Behavior of Headed Stud Shear Connections in Narrow-Profiled Sheeting. (LAC21.B1)&nbsp;<\/strong><br>V. Vigneri, C. Odenbreit, M. Sch\u00e4fer, S. Hicks, D. Lam and F. Hanus&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/cepa.1908\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/cepa.1908<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/61736\">https:\/\/hdl.handle.net\/10993\/61736<\/a><\/p>\n\n<p><strong>Numerical Investigation of Steel-LVL Timber Composite Beams. (LAC21.D1)&nbsp;<\/strong><br>Romero, Alfredo and Yang, Jie and Hanus, Fran\u00e7ois and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/cepa.1694\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/cepa.1694<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/50374\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/50374<\/a><\/p>\n\n<p><strong>A Reusable Structural System Fit for Geometrical Standardisation and Serial Production. (LAC21.D2)<\/strong>&nbsp;<br>Odenbreit, Christoph and Yang, Jie and Romero, Alfredo and Kozma, Andras.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/dx.doi.org\/10.1002\/cepa.1693\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/dx.doi.org\/10.1002\/cepa.1693<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/54135\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/54135<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-7bd39adb-5f10-4502-8b1a-d4cc02483aea\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-7bd39adb-5f10-4502-8b1a-d4cc02483aea\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-7bd39adb-5f10-4502-8b1a-d4cc02483aea\"\n        >\n            <span class=\"accordion__title\">\n                                2020            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-7bd39adb-5f10-4502-8b1a-d4cc02483aea\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-7bd39adb-5f10-4502-8b1a-d4cc02483aea\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Investigation on the Flexural Behavior of an Innovative U Shaped Steel Concrete Composite Beam. (LAJ20.A)<\/strong>&nbsp;<br>Turetta, M., Odenbreit, C., Khelil, A., and Martin, P.O.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.12989\/scs.2020.34.3.441\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.12989\/scs.2020.34.3.441<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/46779\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/46779<\/a><\/p>\n\n<p><strong>Demountable and Reusable Construction System for Steel-Concrete Composite Structures.(LAC20.C)<\/strong><br>Odenbreit, C., and Kozma, A.<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.1201\/9780429343292-66\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.1201\/9780429343292-66<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/44725\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/44725<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-ea9994d1-e80e-41ce-a644-f58a2433b46a\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-ea9994d1-e80e-41ce-a644-f58a2433b46a\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-ea9994d1-e80e-41ce-a644-f58a2433b46a\"\n        >\n            <span class=\"accordion__title\">\n                                2019            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-ea9994d1-e80e-41ce-a644-f58a2433b46a\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-ea9994d1-e80e-41ce-a644-f58a2433b46a\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Mega columns with several reinforced steel profiles \u2013 Experimental and numerical investigations. (LAJ19.A)&nbsp;<\/strong><br>Bogdan, T., Chrzanowski, M., and Odenbreit, C.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2019.06.024\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.istruc.2019.06.024<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/40009\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/40009<\/a><\/p>\n\n<p><strong>Tragverhalten von CoSFB\u2010D\u00fcbeln (LAJ19.B)&nbsp;<\/strong><br>Braun, M., Obiala, R., Sch\u00e4fer, M., Khulmann, U., Reif, F. and Odenbreit, C.&nbsp;<\/p>\n\n<p>Doi: <a href=\"http:\/\/10.1002\/stab.201900036\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/10.1002\/stab.201900036<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/40631\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/40631<\/a><\/p>\n\n<p><strong>Transfer of shear stresses at steel-concrete interface. (LAJ19.C)<\/strong><br>Chrzanowski, M., Odenbreit, C., Obiala, R., and Bogdan, T.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stco.201800024\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stco.201800024<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/40217\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/40217<\/a><\/p>\n\n<p><strong>Rotation capacity of composite joints for slim\u2010floor beams. (LAJ19.D)<\/strong><br>da Costa, J.D., Obiala, R., and Odenbreit.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stab.201900033\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stab.201900033<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/46774\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/46774<\/a><\/p>\n\n<p><strong>Push-out tests on demountable shear connectors of steel-concrete composite structures (LAJ19.E)&nbsp;<\/strong><br>Kozma, A., Odenbreit, C., Braun, M.V., Veljkovic, M., and Nijgh, M.P.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2019.05.011\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.istruc.2019.05.011<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/41219\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/41219<\/a><\/p>\n\n<p><strong>Characterisation of a new flat mechanical shear connection mean for steel-concrete composite columns. (LAJ19.F)<\/strong><br>Odenbreit, C., Chrzanowski, C., Obiala, R., Bogdan, T., and Deg\u00e9e, H.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2019.03.001\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.istruc.2019.03.001<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/40218\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/40218<\/a><\/p>\n\n<p><strong>Measuring mode I fracture properties of thick-layered structural silicone sealants. (LAJ19.G)&nbsp;<\/strong><br>Rosendahl, P.L., Staudt, Y., Odenbreit, C., Schneider, J., and Becker, W.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.ijadhadh.2019.02.012\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.ijadhadh.2019.02.012<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/46775\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/46775<\/a><\/p>\n\n<p><strong>Different load bearing mechanisms in headed stud shear connectors for composite beams with profiled steel sheeting. (LAJ19.H)&nbsp;<\/strong><br>Vigneri, V., Odenbreit, C., and Braun, M.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stco.201900019\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stco.201900019<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/40640\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/40640<\/a><\/p>\n\n<p><strong>Numerical evaluation of the plastic hinges developed in headed stud shear connectors in composite beams with profiled steel sheeting (LAJ19.I)&nbsp;<\/strong><br>Vigneri, V., Odenbreit, C., and Braun, M.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2019.03.017\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.istruc.2019.03.017<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/36422\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/36422<\/a><\/p>\n\n<p><strong>Numerical evaluation of the plastic hinges developed in headed stud shear connectors in composite beams with profiled steel sheeting (LAJ19.K)&nbsp;<\/strong><br>Vigneri, V., Odenbreit, C., and Braun, M.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2019.03.017\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.istruc.2019.03.017<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/36422\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/36422<\/a><\/p>\n\n<p><strong>Dismountable Flooring System for Multiple Use.(LAC19.A)<\/strong><br>Odenbreit, C., and Kozma, A.&nbsp;<\/p>\n\n<p>Doi: <a href=\"http:\/\/10.1088\/1755-1315\/225\/1\/012028\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/10.1088\/1755-1315\/225\/1\/012028<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/41220\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/41220<\/a><\/p>\n\n<p><strong>Investigation of the Load-Bearing Behaviour of CoSFB-Dowels. (LAC19.C)<\/strong><br>Braun, M., Obiala, R., Odenbreit, C., and Schafer, M.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/36873\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/36873<\/a><\/p>\n\n<p><strong>Effective bending stiffness of heavy steel-concrete composite columns with multiple encased steel profiles. (LAC19.D)&nbsp;<\/strong><br>Chrzanowski, M., Odenbreit, C., Degee, H., Obiala, R., and Bogdan, T.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/40010\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/40010<\/a><\/p>\n\n<p><strong>Characterisation of Demountable Shear Connector Systems in Composite Beams. (LAC19.E)<\/strong><br>Kozma, A., Odenbreit, C.m and Braun, M.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/41217\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/41217<\/a><\/p>\n\n<p><strong>Equations to predict the shear connection capacity of composite beams with slender profiled steel sheeting. (LAC19.F)&nbsp;<\/strong>Odenbreit, C., Vigneri, V., and Lam, D.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/40549\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/40549<\/a><\/p>\n\n<p><strong>Parametric study on non-ductile demountable shear connection. (LAC19.H)&nbsp;<\/strong><br>Odenbreit, C., and Kozma, A.&nbsp;&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/cepa.1057\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/cepa.1057<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/41218\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/41218<\/a><\/p>\n\n<p><strong>Different Load-Bearing Mechanisms in Headed Stud Shear Connection in Composite Beams with Profiled Steel Sheeting.(LAC19.J)&nbsp;<\/strong>Vigneri, V., Odenbreit, C., and Lam, D.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stco.201900019\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stco.201900019<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/40640\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/40640<\/a><\/p>\n\n<p><strong>Demountable Precast Concrete Systems. (LAC19.M1)&nbsp;<\/strong><br>Odenbreit, Christoph and Kozma, Andr\u00e1s&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46807\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46807<\/a><\/p>\n\n<p><strong>Demountable Steel Connections. (LAC19.M2)&nbsp;<\/strong><br>Lam, Dennis and Odenbreit, Christoph and Yang, Jie and Kozma, Andras and Dai, Xianghe and Sheehan, Therese and Zhou, Kan,&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46888\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46888<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-86bd8784-843e-45b9-8157-ddcc413fa2ff\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-86bd8784-843e-45b9-8157-ddcc413fa2ff\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-86bd8784-843e-45b9-8157-ddcc413fa2ff\"\n        >\n            <span class=\"accordion__title\">\n                                2018            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-86bd8784-843e-45b9-8157-ddcc413fa2ff\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-86bd8784-843e-45b9-8157-ddcc413fa2ff\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Failure behaviour of silicone adhesive in bonded connections with simple geometry. (LAJ18.A)<\/strong><br>Staudt, Yves and Odenbreit, Christoph and Schneider, Jens.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.ijadhadh.2017.12.015\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.ijadhadh.2017.12.015<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/34387\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/34387<\/a><\/p>\n\n<p><strong>New Mechanical Model to Predict the Load Bearing Resistance of Shear Connectors with Modern Forms of Profiled Sheeting.(LAC18.A)&nbsp;<\/strong>Odenbreit, C., Vigneri, V., Amadio, C., Bedon, C., and Braun, M.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/35328\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/35328<\/a><\/p>\n\n<p><strong>Numerical study on the load bearing capacity of a steel U section beam used as a formwork in construction stage. (LAC18.B)&nbsp;<\/strong>Turetta, M., Khelil, A., Odenbreit, C., and Martin, P-O.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/37526\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/37526<\/a><\/p>\n\n<p><strong>Push-out Test on Dembountale Shear Connectors of Steel-Concrete Composite Structures. (LAC18.D)<\/strong><br>Odenbreit, C., Kozma, A., Braun, M., Veljkovic, M., and Nijgh, M.P.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.4995\/ASCCS2018.2018.7155\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.4995\/ASCCS2018.2018.7155<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/36412\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/36412<\/a><\/p>\n\n<p><strong>Development of an innovative type of shear connector dedicated to fully embedded steel-concrete composite columns \u2013 experimental and numerical investigations.(LAC18.E)<\/strong>&nbsp;<br>Chrzanowski, M., Odenbreit, C., Obiala, R., Bogdan, T., Braun, M., and Degee, H.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.4995\/ASCCS2018.2018.6970\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.4995\/ASCCS2018.2018.6970<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/37242\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/37242<\/a><\/p>\n\n<p><strong>A new method to assess the stiffness and rotation capacity of composite joints. (LAC18.I)&nbsp;<\/strong><br>Duarte da Costa, J., Obiala. R., and Odenbreit, C.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.4995\/ASCCS2018.2018.7082\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.4995\/ASCCS2018.2018.7082<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46806\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46806<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-95ab76e4-1e89-4c56-8520-df6a3e6469be\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-95ab76e4-1e89-4c56-8520-df6a3e6469be\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-95ab76e4-1e89-4c56-8520-df6a3e6469be\"\n        >\n            <span class=\"accordion__title\">\n                                2017            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-95ab76e4-1e89-4c56-8520-df6a3e6469be\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-95ab76e4-1e89-4c56-8520-df6a3e6469be\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Design of single-span beams for SLS and ULS using semi-continuous beam-to-column joints. (LAJ17.A)<\/strong><br>Da Costa, J.D., Obiala, R., Odenbreit, C., and Braun, M.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stco.201710012\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stco.201710012<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/31970\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/31970<\/a><\/p>\n\n<p><strong>Mechanical Model to Predict the Resistance of the Shear&nbsp;Connection in Composite Beams with Deep Steel Decking. (LAJ17.B)<\/strong><br>Odenbreit, Christoph and Nellinger, Sebastian.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stco.201710029\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stco.201710029<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/32088\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/32088<\/a><\/p>\n\n<p><strong>Short-span composite beam tests to evaluate&nbsp;stud resistances. (LAJ17.C)<\/strong><br>Nellinger, Sebastian and Eggert, Florian and Kuhlmann, Ulrike and Odenbreit, Christoph and Obiala, Renata.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1680\/jstbu.16.00173\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1680\/jstbu.16.00173<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/31966\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/31966<\/a><\/p>\n\n<p><strong>Influence of transverse loading onto push-out tests with deep&nbsp;steel decking.&nbsp;(LAJ17.D)<\/strong><br>Nellinger, Sebastian and Odenbreit, Christoph and Obiala, Renata and Lawson, Marc.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.jcsr.2016.08.021\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.jcsr.2016.08.021<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/32130\">https:\/\/hdl.handle.net\/10993\/32130<\/a><\/p>\n\n<p><strong>Shear Connections in Composite Flexural Members of Steel and Concrete. (LAJ17.F)<\/strong><br>Leskel\u00e4, M. and Aribert, J-M. and Ciutina, A. and Hjiaj, M. and Johnson, R.P. and Kuhlmann, U. and Lam, D. and Lebet, J-P. and Mangerig, I. and Neves, L.C. and Obiala, Renata and Odenbreit, Christoph and Peltonen, S. and Valente, M.I.B.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/32413\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/32413<\/a><\/p>\n\n<p><strong>Shear Stresses Analysis at the Steel-Concrete Interface with the Usage of Bond Eliminating Products. (LAC17.A)<\/strong><br>Chrzanowski, M., Odenbreit, C., Obiala, R., and Bogdan, T.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/37241\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/37241<\/a><\/p>\n\n<p><strong>Experimental investigations on semi\u2010continuous encased&nbsp;composite joints. (LAC17.B)<\/strong><br>Duarte Da Costa, Job and Obiala, Renata and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.1002\/cepa.90\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.1002\/cepa.90<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/32318\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/32318<\/a><\/p>\n\n<p><strong>Short-span composite beam tests to evaluate stud resistances. (LAC17.C)<\/strong><br>Nellinger, Sebastian and Eggert, Florian and Kuhlmann, Ulrike and Odenbreit, Christoph and Obiala, Renata.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1680\/jstbu.16.00173\">https:\/\/doi.org\/10.1680\/jstbu.16.00173<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/31966\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/31966<\/a><\/p>\n\n<p><strong>Mechanical Model to Predict the Resistance of the Shear Connection in Composite Beams with Deep Steel Decking. (LAC17.D)<\/strong><br>Odenbreit, C.,and Nellinger, S.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/32088\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/32088<\/a><\/p>\n\n<p><strong>Numerical simulation of the load bearing behaviour of concrete dowels in slim-floor construction \u2013 CoSFB. (LAC17.E)<\/strong><br>Braun, Matthias Volker and Obiala, Renata and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/cepa.227\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/cepa.227<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46805\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46805<\/a><\/p>\n\n<p><strong>Short-span composite beam tests to evaluate stud resistances. (LAC17.G)<\/strong><br>Nellinger, S., Eggert, F., Kuhlmann, U., Odenbreit, C., and Obiala, R.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1680\/jstbu.16.00173\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1680\/jstbu.16.00173<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/31966\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/31966<\/a><\/p>\n\n<p><strong>Silicone Sealants: A Finite Fracture Mechanics Failure Model for non-Linear Materials. (LAC17.H)<\/strong><br>Rosendahl, P.L., Staudt, Y., Odenbreit, C., Schneider, J., and Becker, W.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/31854\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/31854<\/a><\/p>\n\n<p><strong>Development of a new push test for Eurocode 4. (LAC17.I)<\/strong><br>Hicks, Stephen and Ciutina, Adrian and Odenbreit, Christoph.<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/31964\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/31964<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-44f7ea26-9bc6-4e2d-85cd-39c817b730c1\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-44f7ea26-9bc6-4e2d-85cd-39c817b730c1\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-44f7ea26-9bc6-4e2d-85cd-39c817b730c1\"\n        >\n            <span class=\"accordion__title\">\n                                2016            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-44f7ea26-9bc6-4e2d-85cd-39c817b730c1\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-44f7ea26-9bc6-4e2d-85cd-39c817b730c1\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Investigation of hybrid steel-glass beams with adhesive silicone shear connection. (LAJ16.A)<\/strong><br>Odenbreit, Christoph and Dias, Vincent.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stco.201400004\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stco.201400004<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/31965\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/31965<\/a><\/p>\n\n<p><strong>Design of single span beams in SLS and ULS using semi-continuous beam-to-column joints &#8211; Part 1: Beams with constant bending stiffness and joints according to EN 1993-1-8. (LAJ16.B)<\/strong><br>Braun, Matthias Volker and Duarte Da Costa, Job and Obiala, Renata and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stco.201610007\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stco.201610007<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/31969\">http<\/a><a href=\"https:\/\/hdl.handle.net\/10993\/31969\" target=\"_blank\" rel=\"noreferrer noopener\">s<\/a><a href=\"https:\/\/hdl.handle.net\/10993\/31969\">:\/\/hdl.handle.net\/10993\/31969<\/a><\/p>\n\n<p><strong>Serviceability performance of steel\u2013concrete composite beams. (LAJ16 Lawson)<\/strong><br>Lawson, R.Mark and Lam, Dennis and Eleftherios, Aggelopoulos and Nellinger, Sebastian.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1680\/jstbu.16.00048\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1680\/jstbu.16.00048<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46776\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46776<\/a><\/p>\n\n<p><strong>Investigation of the material behavior bonded connections with silicone. (LAC16.B)<\/strong><br>Staudt, Yves and Schneider, Jens and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/22149\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/22149<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-f42a29e9-c6dd-42b7-bc6f-218628d7c6e2\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-f42a29e9-c6dd-42b7-bc6f-218628d7c6e2\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-f42a29e9-c6dd-42b7-bc6f-218628d7c6e2\"\n        >\n            <span class=\"accordion__title\">\n                                2015            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-f42a29e9-c6dd-42b7-bc6f-218628d7c6e2\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-f42a29e9-c6dd-42b7-bc6f-218628d7c6e2\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Analyses of the loadbearing behaviour of deep-embedded concrete dowels, CoSFB. (LAJ15.B)<\/strong><br>Braun, Matthias and Obiala, Renata and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stco.201510024\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stco.201510024<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/28599\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/28599<\/a><\/p>\n\n<p><strong>Early-stage assesstment for office buildings concerning thermal comfort, energy efficiency and sustainability. (LAC15.A)<\/strong><br>Degens, A., Scholzen, F., and Odenbreit, C.&nbsp;<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.26868\/25222708.2015.2252\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.26868\/25222708.2015.2252<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/22934\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/22934<\/a><\/p>\n\n<p><strong>Dynamic Thermal Simulations for Developing Early-Stage Assessments for Office Buildings. (LAC15.B)<\/strong><br>Degens, Anja and Scholzen, Frank and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.5075\/epfl-cisbat2015-815-820\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.5075\/epfl-cisbat2015-815-820<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46803\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46803<\/a><\/p>\n\n<p><strong>Push out test of novel deep steel decking-failure modes and influence of transversal loading. (LAC15.F)<\/strong><br>Odenbreit, Christoph and Obiala, Renata and Nellinger, Sebastian and Lawson, R.M.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46804\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46804<\/a><\/p>\n\n<p><strong>Influence of Semi-Continuous Composite Joints on the Natural Frequency and Deflection of Composite Beams (LAC15.G)<\/strong><br>Duarte Da Costa, Job and Braun, Matthias and Odenbreit, Christoph.<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/22428\">https:\/\/hdl.handle.net\/10993\/22428<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-5d79b657-666b-4105-ab3e-e7531856cabe\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-5d79b657-666b-4105-ab3e-e7531856cabe\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-5d79b657-666b-4105-ab3e-e7531856cabe\"\n        >\n            <span class=\"accordion__title\">\n                                2014            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-5d79b657-666b-4105-ab3e-e7531856cabe\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-5d79b657-666b-4105-ab3e-e7531856cabe\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>The stress peak at the borehole of point-fitted IGU with undercut anchors.(LAJ14.A)<\/strong><br>&nbsp;Tibolt, Mike and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.3233\/FDE-130011\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.3233\/FDE-130011<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/22154\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/22154<\/a><\/p>\n\n<p><strong>Development of a constitutive hyperelastic material law for numerical simulations of adhesive steel\u2013glass connections using structural silicone. (LAJ14.B)<\/strong><br>Dias, Vincent and Odenbreit, Christoph and Scholzen, Frank and Hechler, Oliver and Ben Zineb, Tarak.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1016\/j.ijadhadh.2013.09.043\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1016\/j.ijadhadh.2013.09.043<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/12401\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/12401<\/a><\/p>\n\n<p><strong>Analytical Extension of a Climate Load Model for Undercut Point Fitted IGU. (LAC14.A)<\/strong><br>Tibolt, M., Hechler, O., and Odenbreit, C.<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1201\/b16499-31\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1201\/b16499-31<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/22153\">https<\/a><a href=\"https:\/\/hdl.handle.net\/10993\/22153\" target=\"_blank\" rel=\"noreferrer noopener\">:<\/a><a href=\"https:\/\/hdl.handle.net\/10993\/22153\">\/\/hdl.handle.net\/10993\/22153<\/a><\/p>\n\n<p><strong>Push-Out Tests with Modern Deck Sheeting and Realistic Transverse Loading. (LAC14.B)<\/strong><br>Nellinger, S., Odenbreit, C., and Lawson, R.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/17267\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/17267<\/a><\/p>\n\n<p><strong>Extended Load Model for Point Fitted Insulating Glass Units. (LAC14.E)<\/strong><br>Tibolt, M., and Odenbreit, C.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/46802\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/46802<\/a><\/p>\n\n<p><strong>CoSFB \u2013 Design and Application of a New Generation of Slim-Floor Construction. (LAC14.F)<\/strong><br>Braun, Mathias and Obiala, Renata and Odenbreit, Christoph and Hechler, Oliver.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/22152\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/22152<\/a><\/p>\n\n<p><strong>Push-out tests with modern deck sheeting to evaluate shear connector resistances. (LAC14.G)<\/strong><br>Eggert, Florian and Nellinger, Sebastian and Kuhlmann, Ulrike and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/22150\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/22150<\/a><\/p>\n\n<p><strong>Investigation of the Material Behavior of Bonded Connections with Silicone. (LAC14.H)<\/strong><br>Staudt, Y., Schenider, J., and Odenbreit, C.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/22149\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/22149<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-883cb780-3d3e-49b9-a581-590260374219\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-883cb780-3d3e-49b9-a581-590260374219\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-883cb780-3d3e-49b9-a581-590260374219\"\n        >\n            <span class=\"accordion__title\">\n                                2013            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-883cb780-3d3e-49b9-a581-590260374219\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-883cb780-3d3e-49b9-a581-590260374219\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Newest Developments in Steel and Glass Engineering. (LAC13.A)<\/strong><br>Christoph Odenbreit.<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46884\">https:\/\/hdl.handle.net\/10993\/46884<\/a><\/p>\n\n<p><strong>Analyses of the rotational capacity of composite connections for plastic design. (LAC13.B)<\/strong><br>Odenbreit, Christoph and Hechler, Oliver and Jaspart, Jean-Pierre.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/12853\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/12853<\/a><\/p>\n\n<p><strong>Experimental investigations and numerical modeling of point-fitted glass panes. (LAC13.C1)<\/strong><br>Tibolt, Mike and Odenbreit, Christoph and Hechler, Oliver.&nbsp;<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.1201\/b15267-49\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.1201\/b15267-49<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/12408\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/12408<\/a><\/p>\n\n<p><strong>Innovative conception and design of structural systems for flexible floor spaces. (LAC13.C2)<\/strong><br>Odenbreit, C., Oliver, H., and Braun, M.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1201\/b15267-211\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1201\/b15267-211<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/12852\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/12852<\/a><\/p>\n\n<p><strong>Numerical investigation of insulation glass units with undercut point fittings. (LAC13.D)<\/strong><br>Tibolt, Mike and Odenbreit, Christoph and Hechler, Oliver.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1201\/b14563-59\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1201\/b14563-59<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/12406\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/12406<\/a><\/p>\n\n<p><strong>Determination of the Material Properties of an Epoxy and MSPolymer for Adhesive Point-Fixings.(LAC13.F)<\/strong><br>Jonas, D., Jan, D., Vincent, D., and Odenbreit, C.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/5307\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/5307<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-ee91d5a9-c87c-46ad-b981-9ba7e4aba943\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-ee91d5a9-c87c-46ad-b981-9ba7e4aba943\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-ee91d5a9-c87c-46ad-b981-9ba7e4aba943\"\n        >\n            <span class=\"accordion__title\">\n                                2012            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-ee91d5a9-c87c-46ad-b981-9ba7e4aba943\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-ee91d5a9-c87c-46ad-b981-9ba7e4aba943\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Development of material law for silicone to simulate structural adhesive connections. (LAC12.A)<\/strong><br>Dias, Vincent and Odenbreit, Christoph and Hechler, Oliver and Scholzen, Frank and Ben Zineb, Tarak.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/5304\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/5304<\/a><\/p>\n\n<p><strong>Determination of Adhesives Properties for Non-linear Numerical Simulation of Structural Steel-Glass Connections. (LAC12.B)<\/strong><br>Dias, Vincent and Odenbreit, Christoph and Hechler, Oliver&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.3233\/978-1-61499-061-1-195\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.3233\/978-1-61499-061-1-195<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/5302\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/5302<\/a><\/p>\n\n<p><strong>Design concept for point fitting of insulation glass units. (LAC12.C)<\/strong><br>Hechler, Oliver and Tibolt, Mike and Odenbreit, Christoph and Zilian, Andreas and Dias, Vincent.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/12407\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/12407<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-ab81582f-aedb-46d6-b249-cf2d0b4d039b\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-ab81582f-aedb-46d6-b249-cf2d0b4d039b\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-ab81582f-aedb-46d6-b249-cf2d0b4d039b\"\n        >\n            <span class=\"accordion__title\">\n                                2011            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-ab81582f-aedb-46d6-b249-cf2d0b4d039b\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-ab81582f-aedb-46d6-b249-cf2d0b4d039b\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Investigations into the Safety Level of Marine Steel Sheet Pile Structures with Consideration of Corrosion. (LAC11.A)<\/strong><br>Odenbreit, Christoph and Os\u00f3rio, Paulo and Van Baars, Stefan and Vrouwenvelder, Ton.<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/29963\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/29963<\/a><\/p>\n\n<p><strong>Corrosion effects onto the safety of steel sheet pile walls in marine environment. (LAC11.B)<\/strong><br>Os\u00f3rio, P. and Odenbreit, Christoph and Greger, M. and Vrouwenvelder, Ton.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46801\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46801<\/a><\/p>\n\n<p><strong>Failure Probability of marine Steel Sheet pile Structures with Special Consideration of the Corrosion Impact. (LAC11.C)<\/strong><br>Osorio, O., Odenbreit, C., Van Baars, S., and Vrouwenvelder, T.<\/p>\n\n<p>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/46883\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/46883<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-4d9085e8-e810-45c7-b214-df43f8696c08\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-4d9085e8-e810-45c7-b214-df43f8696c08\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-4d9085e8-e810-45c7-b214-df43f8696c08\"\n        >\n            <span class=\"accordion__title\">\n                                2010            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-4d9085e8-e810-45c7-b214-df43f8696c08\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-4d9085e8-e810-45c7-b214-df43f8696c08\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Versuche zur Tragf\u00e4higkeit von Ankerplatten mit einbetonierten Kopfbolzend\u00fcbeln in schmalen Stahlbetonst\u00fctzen.&nbsp;Beton-und Stahlbetonbau.&nbsp;(LAJ10.A)<\/strong><br>Jost, Markus and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stab.200590005\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stab.200590005<\/a><br>Orbi: <a href=\"http:\/\/hdl.handle.net\/10993\/46778\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/hdl.handle.net\/10993\/46778<\/a><\/p>\n\n<p><strong>Determination of the material shear strength without shear box brittle bonded material. (LAC10.B)<\/strong><br>Rodrigues, D. and Odenbreit, Christoph and Greger, M. and Zastrau, B&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46882\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46882<\/a><\/p>\n\n<p><strong>Structural Reliability Analysis of Quay Walls with Steel Sheet Piles.&nbsp;Reliability Analysis of Quay Walls with Steel Sheet Piles. (LAC10.C)<\/strong><br>Os\u00f3rio, P. and Odenbreit, Christoph and Vrouwenvelder, T.<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46789\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46789<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-aacdf044-e4d9-47df-aa65-106752af9c8c\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-aacdf044-e4d9-47df-aa65-106752af9c8c\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-aacdf044-e4d9-47df-aa65-106752af9c8c\"\n        >\n            <span class=\"accordion__title\">\n                                2009            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-aacdf044-e4d9-47df-aa65-106752af9c8c\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-aacdf044-e4d9-47df-aa65-106752af9c8c\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Untersuchungen \u00fcber das Trag-und Dehnungsverhalten des Betongurtes bei Verbundanschl\u00fcssen.(LAJ09.A)<\/strong><br>Odenbreit, Christoph and Jaspart, Jean-Pierre and Hahn, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stab.200910004\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stab.200910004<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/28492\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/28492<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-1c2d7ec0-1331-4284-9c45-7a088398e59c\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-1c2d7ec0-1331-4284-9c45-7a088398e59c\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-1c2d7ec0-1331-4284-9c45-7a088398e59c\"\n        >\n            <span class=\"accordion__title\">\n                                2008            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-1c2d7ec0-1331-4284-9c45-7a088398e59c\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-1c2d7ec0-1331-4284-9c45-7a088398e59c\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Load-Deformation Behaviour of Shear Studs in Fatigue Loading at Mid-Lifetime. (LAC08.A)<\/strong><br>Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/47059\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/47059<\/a><\/p>\n\n<p><strong>Ramberg Osgood and Manson Coffin Relation for shear studs in fatigue loading. (LAC08.B)<\/strong><br>Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.2749\/weimar.2007.0182\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.2749\/weimar.2007.0182<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46881\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46881<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-5db32517-0dd8-43bb-836b-5e0e557d7ace\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-5db32517-0dd8-43bb-836b-5e0e557d7ace\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-5db32517-0dd8-43bb-836b-5e0e557d7ace\"\n        >\n            <span class=\"accordion__title\">\n                                2007            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-5db32517-0dd8-43bb-836b-5e0e557d7ace\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-5db32517-0dd8-43bb-836b-5e0e557d7ace\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Manson-Coffin- and Ramberg-Osgood relation for headed shear studs in fatigue loading. (LAC07.A)<\/strong><br>Odenbreit, Christoph and Dorka, Uwe.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.2749\/weimar.2007.0182\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.2749\/weimar.2007.0182<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46785\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46785<\/a><\/p>\n\n<p><strong>Improvement of Load Bearing Capacity in Design of Anchor Plates with Headed Shear Studs in Concrete Columns. (LAC07.B)<\/strong><br>Odenbreit, Christoph and Fromknecht, Stephan.<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46786\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46786<\/a><\/p>\n\n<p><strong>Correlation between stiffness of composite connections and adjacent composite beam. (LAC07.C)<\/strong><br>Odenbreit, Christoph and Hahn, Christoph.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46787\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46787<\/a><\/p>\n\n<p><strong>Aspects of Steel Structures in Marine Environment including Corrosion Using Eurocode 3 and National Annex. (LAC07.D)<\/strong><br>Oke, Ashwini and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46788\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46788<\/a><\/p>\n\n<p><strong>Numerical simulation of load flux and crack initiation in reinforced concrete columns with anchor plates and headed shear studs. (LAC07.E)<\/strong><br>Fromknecht, Stephan and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46783\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46783<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-f1f6acd8-14b9-4624-883c-af0b5ca11656\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-f1f6acd8-14b9-4624-883c-af0b5ca11656\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-f1f6acd8-14b9-4624-883c-af0b5ca11656\"\n        >\n            <span class=\"accordion__title\">\n                                2006            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-f1f6acd8-14b9-4624-883c-af0b5ca11656\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-f1f6acd8-14b9-4624-883c-af0b5ca11656\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Headed Shear Studs in Fatigue Loading &#8211; Results of Displacement Controlled Dynamic Tests. (LAC06.B)<\/strong><br>Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/47060\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/47060<\/a><\/p>\n\n<p><strong>Bending Resistant Composite Joints for High Rotation Capacity. (LAC06.C)<\/strong><br>Odenbreit, Christoph and Hahn, Ch.&nbsp;<\/p>\n\n<p>Doi: <a href=\"http:\/\/dx.doi.org\/10.2749\/222137806796168994\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.2749\/222137806796168994<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46784\">https<\/a><a href=\"https:\/\/hdl.handle.net\/10993\/46784\" target=\"_blank\" rel=\"noreferrer noopener\">:<\/a><a href=\"https:\/\/hdl.handle.net\/10993\/46784\">\/\/hdl.handle.net\/10993\/46784<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-5ae836ce-708f-458d-ae0a-b069aff509f8\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-5ae836ce-708f-458d-ae0a-b069aff509f8\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-5ae836ce-708f-458d-ae0a-b069aff509f8\"\n        >\n            <span class=\"accordion__title\">\n                                2005            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-5ae836ce-708f-458d-ae0a-b069aff509f8\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-5ae836ce-708f-458d-ae0a-b069aff509f8\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Rechenbeispiel zum Statischen Nachweis von Verbundtr\u00e4gern mit verformbaren, teiltragf\u00e4higen Verbundanschl\u00fcssen.(LAJ05.A)<\/strong><br>Jost, Markus and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stab.200590005\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stab.200590005<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46773\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46773<\/a><\/p>\n\n<p><strong>Fatigue Behaviour of Headed Shear Studs in Composite Bridges in Steel and Concrete. (LAC05.A)<\/strong><br>C. Odenbreit, A. Leffer &amp; M. Feldmann&nbsp;<\/p>\n\n<p>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46867\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46867<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-3de428e9-be4c-4054-b20d-2eb6a34b7ab0\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-3de428e9-be4c-4054-b20d-2eb6a34b7ab0\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-3de428e9-be4c-4054-b20d-2eb6a34b7ab0\"\n        >\n            <span class=\"accordion__title\">\n                                2004            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-3de428e9-be4c-4054-b20d-2eb6a34b7ab0\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-3de428e9-be4c-4054-b20d-2eb6a34b7ab0\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Ein Rechenmodell zur Ber\u00fccksichtigung von verformbaren, teiltragf\u00e4higen Anschl\u00fcssen bei der Berechnung von Stahlverbundtr\u00e4gern. (LAJ04.A)<\/strong><br>Jost, Markus and Odenbreit, Christoph.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stab.200490133\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stab.200490133<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46777\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46777<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-1aeba449-a30e-429e-b494-f77adaea1862\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-1aeba449-a30e-429e-b494-f77adaea1862\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-1aeba449-a30e-429e-b494-f77adaea1862\"\n        >\n            <span class=\"accordion__title\">\n                                2000            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-1aeba449-a30e-429e-b494-f77adaea1862\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-1aeba449-a30e-429e-b494-f77adaea1862\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>20 Jahre Verbundbauforschung an der Universit\u00e4t Kaiserslautern.(LAJ00.A)<\/strong><br>Uth, H.J., Stengel, J., Odenbreit, C., Mensinger, M., Michaeli, W., Dauwel, Th., Heppes, O., and Leffer, A.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.1002\/stab.200002880\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.1002\/stab.200002880<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/46887\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/hdl.handle.net\/10993\/46887<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div>\n\n<div class=\"accordion__item  wp-block-unilux-blocks-accordion-item\">\n    <h3 class=\"accordion__header\"\n        >\n        <button\n            type=\"button\"\n            id=\"accordion-labelledby-6bc418b0-709d-47b8-83a4-3a185ab131fb\"\n            class=\"accordion__button collapsed\"\n            aria-expanded=\"false\"\n            aria-controls=\"accordion-panel-6bc418b0-709d-47b8-83a4-3a185ab131fb\"\n            data-bs-toggle=\"collapse\"\n            data-bs-target=\"#accordion-panel-6bc418b0-709d-47b8-83a4-3a185ab131fb\"\n        >\n            <span class=\"accordion__title\">\n                                1998            <\/span>\n\n            <svg aria-hidden=\"true\" focusable=\"false\" class=\"icon icon-outline icon--arrow-down \"><use xlink:href=\"https:\/\/www.uni.lu\/wp-content\/themes\/unilux-theme\/assets\/images\/icons\/icons-outline.svg#icon--arrow-down\"><\/use><\/svg>        <\/button>\n    <\/h3>\n    <div id=\"accordion-panel-6bc418b0-709d-47b8-83a4-3a185ab131fb\"\n        class=\"accordion__collapse collapse\"\n        aria-labelledby=\"accordion-labelledby-6bc418b0-709d-47b8-83a4-3a185ab131fb\"\n        data-bs-parent=\"[data-reference=&quot;6c942b97-40f8-47bf-9d26-fd7678d1c416&quot;]\"\n    >\n        <div class=\"accordion__body \">\n            \n<p><strong>Large span floor beams with web operatings &#8211; Design supported by large scale tests. (LAC_1998.A)<\/strong><br>Helmut BODE, Christoph ODENBREIT.&nbsp;<\/p>\n\n<p>Doi: <a href=\"https:\/\/doi.org\/10.5169\/seals-59972\" target=\"_blank\" rel=\"noreferrer noopener\">https:\/\/doi.org\/10.5169\/seals-59972<\/a><br>Orbi: <a href=\"https:\/\/hdl.handle.net\/10993\/60641\">https:\/\/hdl.handle.net\/10993\/60641<\/a><\/p>\n        <\/div>\n    <\/div>\n<\/div><\/div>\n\n\n<div class=\"wp-block-unilux-blocks-spacer is-spacer-size-sm\"><\/div><\/div><\/section>\n<\/div>","protected":false},"excerpt":{"rendered":"","protected":false},"author":44,"featured_media":0,"parent":5842,"menu_order":0,"template":"","meta":{"featured_image_focal_point":[],"show_featured_caption":false,"ulux_newsletter_groups":"","uluxPostTitle":"ArcelorMittal Chair of Steel Construction","uluxPrePostTitle":"Chair","_trash_the_other_posts":false,"_price":"","_stock":"","_tribe_ticket_header":"","_tribe_default_ticket_provider":"","_tribe_ticket_capacity":"0","_ticket_start_date":"","_ticket_end_date":"","_tribe_ticket_show_description":"","_tribe_ticket_show_not_going":false,"_tribe_ticket_use_global_stock":"","_tribe_ticket_global_stock_level":"","_global_stock_mode":"","_global_stock_cap":"","_tribe_rsvp_for_event":"","_tribe_ticket_going_count":"","_tribe_ticket_not_going_count":"","_tribe_tickets_list":"[]","_tribe_ticket_has_attendee_info_fields":false},"authorship":[44,135,106,218,348],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v22.3 (Yoast SEO v22.3) - 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