Chair ArcelorMittal Chair of Steel Construction

Publications

Experimental investigation on novel shear connections for demountable steel-timber composite (STC) beams and flooring systems.(LAJ24. B)
Alfredo Romero, Christoph Odenbreit.

Doi: https://doi.org/10.1016/j.engstruct.2024.117620

Numerical study on design rules for minimum degree of shear connection in propped steel-concrete composite beams. (LAJ23.B)
Valentino Vigneri, Christoph Odenbreit, Alfredo Romero.

Doi: https://dx.doi.org/10.1016/j.engstruct.2021.112466
Orbi: https://hdl.handle.net/10993/47131

Demountable Composite Beams for A Circular Economy: Large Scale Beam Tests. (LAJ23.C)
András Kozma, Jie Yang and Christoph Odenbreit.

Doi: https://doi.org/10.1002/stco.202300017 

Inelastic cyclic response of RBS connections with jumbo sections. (LAJ23.D)
D.V. Bompa, A.Y. Elghazouli, T. Bogdan, M.R. Eatherthon, R.T. Leon.

Doi: https://doi.org/10.1016/j.engstruct.2023.115758

Experimental Investigation on Strength and Stiffness Properties of Laminated Veneer Lumber (LVL). (LAJ23.F)
Alfredo Romero and Christoph Odenbreit.

Doi: http://dx.doi.org/10.3390/ma16227194

The pavilion “Petite Maison” of the European Cultural Capital Esch’22: A case study of circular economy benefits in steel construction. (LAC23.B1)
Shahin Sayyareh, Thomas Ummenhofer, Christoph Odenbreit.

Doi: http://dx.doi.org/10.1002/cepa.2331

Bending resistance of steel-timber composite (STC) beams: analytical vs. numerical investigations. (LAC23.B2)
Alfredo Romero, Jie Yang, Christoph Odenbreit.

Doi: http://dx.doi.org/10.1002/cepa.2417 

Design for disassembling, reuse, and the circular economy: a demonstration building, “Petite Maison”. (LAC23.B3)
Christoph Odenbreit, Jie Yang, András Kozma2, Alfredo Romero, Nicoleta Popa, François Hanus, Renata Obiala.

Doi: http://dx.doi.org/10.1002/cepa.2537

Shear transfer at the steel-concrete interface using different mechanical connectors. (LAC23.B4)
Teodora Bogdan, Herve Degee, Dan Dragan, Renata Obiala.

Doi: http://dx.doi.org/10.1002/cepa.2448

Load introduction for concrete-encased steel compo-site columns using high-performance materials. (LAC23.B6)
Teodora Bogdan, M. Rich, O. Ergun, O. M. Anwaar, P. Schurgacz, W. Kurz, M. Schäfer, M. Knobloch.

Doi: https://doi.org/10.1002/cepa.2709

Ultimate response characteristics of steel RBS connections with jumbo sections. (LAC23.C)
Dan V. BOMPA, Ahmed Y. ELGHAZOULI, Teodora BOGDAN, Matthew R. EATHERTHON & Roberto T. LEON.

Doi: https://doi.org/10.1016/j.engstruct.2023.115758

A new concept and algorithm to transfer brittle and arbitrary load-slip curves into an effective shear resistance suitable for eurocode 4. (LAJ22.A)
Andras Kozma, Ana M. Girao Coelho, Jie Yang, Christoph Odenbreit.

Doi: https://dx.doi.org/10.15632/jtam-pl/156164
Orbi: https://hdl.handle.net/10993/54137

Investigations on the lateral-torsional buckling of an innovative U-shaped steel beam in construction stage of composite beam. (LAJ22.B)
Maxime Turetta, Christoph Odenbreit, Abdelouahab Khelil, Pierre-Olivier Martin.

Doi: https://dx.doi.org/10.1016/j.istruc.2022.08.033
Orbi: https://hdl.handle.net/10993/54138

A Lego-like steel-framed system for standardization and serial production. (LAJ22.C)
Christoph Odenbreit, Jie Yang, Alfredo Romero, András Kozma. 

Doi: https://doi.org/10.1002/stco.202200021

Numerical Investigation of Steel-LVL Timber Composite Beams (LAJ22.D) 
Alfredo Romero, Jie Yang, François Hanus, Christoph Odenbreit. 

Doi: https://doi.org/10.1002/cepa.1694
Orbi: https://hdl.handle.net/10993/50374

Design models for predicting the resistance of headed studs in profiled sheeting (LAJ22.E) 
Valentino Vigneri, Stephen J. Hicks, Andreas Taras and Christoph Odenbreit 

Doi: https://dx.doi.org/10.12989/scs.2022.42.5.633
Orbi: https://hdl.handle.net/10993/54140

A Reusable Structural System Fit for Geometrical Standardisation and Serial Production. (LAJ22.F) 
Valentino Vigneri, Stephen J. Hicks, Andreas Taras and Christoph Odenbreit 

Doi: https://dx.doi.org/10.1002/cepa.1693
Orbi: https://hdl.handle.net/10993/54135

Discussion of an algorithm to transfer arbitrary shear connector load-slip curves into an effective shear resistance. (LAC22.A) 
Odenbreit, Christoph and Kozma, Andras and Romero, Alfredo. 

Orbi: https://hdl.handle.net/10993/50426

A Etude experimentale et numerique du comportement mecanique d’une solution innovante de pourte mixte Acier-Beton en forme de U (LAJ21.A) 
Turetta, M., Pierre-Oliver, Abdelouahab, K., and Odenbreit, C. 

Orbi: https://hdl.handle.net/10993/46952

Effective bending stiffness of steel-concrete composite columns with multiple encased steel profiles (LAJ21.B)
Chrzanowski, M., Odenbreit, C., and Obiala, R., Bogdan, T., and Degée, H.

Doi: https://doi.org/10.1016/j.jcsr.2021.106607
Orbi: https://hdl.handle.net/10993/40010

Numerical study on design rules for minimum degree of shear connection in propped steel–concrete composite beams (LAJ21.C) 
Vigneri, V., Odenbreit, C., and Romero, A.

Doi: https://doi.org/10.1016/j.engstruct.2021.112466
Orbi: http://hdl.handle.net/10993/47131

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) 
Valentino Vigneri, Christoph Odenbreit, Dennis Lam, François Hanus. 

Doi: https://doi.org/10.1002/cepa.1341
Orbi: https://hdl.handle.net/10993/54473

Investigations on the lateral-torsional buckling of an innovative U-shaped steel beam. (LAJ21.E)
Turetta, Maxime and Odenbreit, Christoph and Khelil, Abdelouahab and Martin, Pierre-Olivier. 

Doi: https://doi.org/10.1016/j.istruc.2022.08.033
Orbi: https://hdl.handle.net/10993/54138

Push-out test database of 611 tests on headed studs in profiled steel sheeting transverse to the supporting beam (LAJ21.G) 
Vigneri, Valentino; Hicks, Stephen; Odenbreit, Christoph 

Doi: 10.17632/j9pv9s6jzc.110

Resistance of a new type of flat shear connectors dedicated to composite columns. (LAC21.A1) 
Chrzanowski, M., Odenbreit, C., Obiala, R., Bogdan, T., and Degee, h. 

Doi: http://dx.doi.org/10.1201/9781003132134-23
Orbi: https://hdl.handle.net/10993/47728

Numerical study on the revised rules for minimum degree of shear connection in propped and unpropped steel-concrete composite beams. (LAC21.A2) 
Odenbreit, C., and Vigneri, V. 

Doi: https://dx.doi.org/10.1016/j.engstruct.2021.112466
Orbi: https://hdl.handle.net/10993/47729

Effective resistance of demountable shear connectors. (LAC21.A3) 
Kozma, A., Yang, J., and Odenbreit, C. 

Doi: http://dx.doi.org/10.1201/9781003132134-39
Orbi: https://hdl.handle.net/10993/47730

Characterization of the Load-Slip Behavior of Headed Stud Shear Connections in Narrow-Profiled Sheeting. (LAC21.B1) 
V. Vigneri, C. Odenbreit, M. Schäfer, S. Hicks, D. Lam and F. Hanus 

Doi: https://doi.org/10.1002/cepa.1908

Numerical Investigation of Steel-LVL Timber Composite Beams. (LAC21.D1) 
Romero, Alfredo and Yang, Jie and Hanus, François and Odenbreit, Christoph. 

Doi: https://doi.org/10.1002/cepa.1694
Orbi: https://hdl.handle.net/10993/50374

A Reusable Structural System Fit for Geometrical Standardisation and Serial Production. (LAC21.D2) 
Odenbreit, Christoph and Yang, Jie and Romero, Alfredo and Kozma, Andras. 

Doi: https://dx.doi.org/10.1002/cepa.1693
Orbi: https://hdl.handle.net/10993/54135

Investigation on the Flexural Behavior of an Innovative U Shaped Steel Concrete Composite Beam. (LAJ20.A) 
Turetta, M., Odenbreit, C., Khelil, A., and Martin, P.O. 

Doi: https://doi.org/10.12989/scs.2020.34.3.441
Orbi: http://hdl.handle.net/10993/46779

Demountable and Reusable Construction System for Steel-Concrete Composite Structures.(LAC20.C)
Odenbreit, C., and Kozma, A.

Doi: http://dx.doi.org/10.1201/9780429343292-66
Orbi: http://hdl.handle.net/10993/44725

Mega columns with several reinforced steel profiles – Experimental and numerical investigations. (LAJ19.A) 
Bogdan, T., Chrzanowski, M., and Odenbreit, C. 

Doi: https://doi.org/10.1016/j.istruc.2019.06.024
Orbi: http://hdl.handle.net/10993/40009

Tragverhalten von CoSFB‐Dübeln (LAJ19.B) 
Braun, M., Obiala, R., Schäfer, M., Khulmann, U., Reif, F. and Odenbreit, C. 

Doi: http://10.1002/stab.201900036
Orbi: http://hdl.handle.net/10993/40631

Transfer of shear stresses at steel-concrete interface. (LAJ19.C)
Chrzanowski, M., Odenbreit, C., Obiala, R., and Bogdan, T. 

Doi: https://doi.org/10.1002/stco.201800024
Orbi: http://hdl.handle.net/10993/40217

Rotation capacity of composite joints for slim‐floor beams. (LAJ19.D)
da Costa, J.D., Obiala, R., and Odenbreit. 

Doi: https://doi.org/10.1002/stab.201900033
Orbi: http://hdl.handle.net/10993/46774

Push-out tests on demountable shear connectors of steel-concrete composite structures (LAJ19.E) 
Kozma, A., Odenbreit, C., Braun, M.V., Veljkovic, M., and Nijgh, M.P. 

Doi: https://doi.org/10.1016/j.istruc.2019.05.011
Orbi: http://hdl.handle.net/10993/41219

Characterisation of a new flat mechanical shear connection mean for steel-concrete composite columns. (LAJ19.F)
Odenbreit, C., Chrzanowski, C., Obiala, R., Bogdan, T., and Degée, H. 

Doi: https://doi.org/10.1016/j.istruc.2019.03.001
Orbi: http://hdl.handle.net/10993/40218

Measuring mode I fracture properties of thick-layered structural silicone sealants. (LAJ19.G) 
Rosendahl, P.L., Staudt, Y., Odenbreit, C., Schneider, J., and Becker, W. 

Doi: https://doi.org/10.1016/j.ijadhadh.2019.02.012
Orbi: http://hdl.handle.net/10993/46775

Different load bearing mechanisms in headed stud shear connectors for composite beams with profiled steel sheeting. (LAJ19.H) 
Vigneri, V., Odenbreit, C., and Braun, M. 

Doi: https://doi.org/10.1002/stco.201900019
Orbi: http://hdl.handle.net/10993/40640

Numerical evaluation of the plastic hinges developed in headed stud shear connectors in composite beams with profiled steel sheeting (LAJ19.I) 
Vigneri, V., Odenbreit, C., and Braun, M. 

Doi: https://doi.org/10.1016/j.istruc.2019.03.017
Orbi: http://hdl.handle.net/10993/36422

Numerical evaluation of the plastic hinges developed in headed stud shear connectors in composite beams with profiled steel sheeting (LAJ19.K) 
Vigneri, V., Odenbreit, C., and Braun, M. 

Doi: https://doi.org/10.1016/j.istruc.2019.03.017
Orbi: http://hdl.handle.net/10993/36422

Dismountable Flooring System for Multiple Use.(LAC19.A)
Odenbreit, C., and Kozma, A. 

Doi: http://10.1088/1755-1315/225/1/012028
Orbi: http://hdl.handle.net/10993/41220

Investigation of the Load-Bearing Behaviour of CoSFB-Dowels. (LAC19.C)
Braun, M., Obiala, R., Odenbreit, C., and Schafer, M. 

Orbi: http://hdl.handle.net/10993/36873

Effective bending stiffness of heavy steel-concrete composite columns with multiple encased steel profiles. (LAC19.D) 
Chrzanowski, M., Odenbreit, C., Degee, H., Obiala, R., and Bogdan, T. 

Orbi: http://hdl.handle.net/10993/40010

Characterisation of Demountable Shear Connector Systems in Composite Beams. (LAC19.E)
Kozma, A., Odenbreit, C.m and Braun, M. 

Orbi: https://hdl.handle.net/10993/41217

Equations to predict the shear connection capacity of composite beams with slender profiled steel sheeting. (LAC19.F) Odenbreit, C., Vigneri, V., and Lam, D. 

Orbi: http://hdl.handle.net/10993/40549

Parametric study on non-ductile demountable shear connection. (LAC19.H) 
Odenbreit, C., and Kozma, A.  

Doi: https://doi.org/10.1002/cepa.1057
Orbi: http://hdl.handle.net/10993/41218

Different Load-Bearing Mechanisms in Headed Stud Shear Connection in Composite Beams with Profiled Steel Sheeting.(LAC19.J) Vigneri, V., Odenbreit, C., and Lam, D. 

Doi: https://doi.org/10.1002/stco.201900019
Orbi: http://hdl.handle.net/10993/40640

Demountable Precast Concrete Systems. (LAC19.M1) 
Odenbreit, Christoph and Kozma, András 

Orbi: https://hdl.handle.net/10993/46807

Demountable Steel Connections. (LAC19.M2) 
Lam, Dennis and Odenbreit, Christoph and Yang, Jie and Kozma, Andras and Dai, Xianghe and Sheehan, Therese and Zhou, Kan, 

Orbi: https://hdl.handle.net/10993/46888

Failure behaviour of silicone adhesive in bonded connections with simple geometry. (LAJ18.A)
Staudt, Yves and Odenbreit, Christoph and Schneider, Jens. 

Doi: https://doi.org/10.1016/j.ijadhadh.2017.12.015
Orbi: https://hdl.handle.net/10993/34387

New Mechanical Model to Predict the Load Bearing Resistance of Shear Connectors with Modern Forms of Profiled Sheeting.(LAC18.A) Odenbreit, C., Vigneri, V., Amadio, C., Bedon, C., and Braun, M. 

Orbi: https://hdl.handle.net/10993/35328

Numerical study on the load bearing capacity of a steel U section beam used as a formwork in construction stage. (LAC18.B) Turetta, M., Khelil, A., Odenbreit, C., and Martin, P-O. 

Orbi: http://hdl.handle.net/10993/37526

Push-out Test on Dembountale Shear Connectors of Steel-Concrete Composite Structures. (LAC18.D)
Odenbreit, C., Kozma, A., Braun, M., Veljkovic, M., and Nijgh, M.P. 

Doi: https://doi.org/10.4995/ASCCS2018.2018.7155
Orbi: https://hdl.handle.net/10993/36412

Development of an innovative type of shear connector dedicated to fully embedded steel-concrete composite columns – experimental and numerical investigations.(LAC18.E) 
Chrzanowski, M., Odenbreit, C., Obiala, R., Bogdan, T., Braun, M., and Degee, H. 

Doi: https://doi.org/10.4995/ASCCS2018.2018.6970
Orbi: https://hdl.handle.net/10993/37242

A new method to assess the stiffness and rotation capacity of composite joints. (LAC18.I) 
Duarte da Costa, J., Obiala. R., and Odenbreit, C. 

Doi: https://doi.org/10.4995/ASCCS2018.2018.7082
Orbi: https://hdl.handle.net/10993/46806

Design of single-span beams for SLS and ULS using semi-continuous beam-to-column joints. (LAJ17.A)
Da Costa, J.D., Obiala, R., Odenbreit, C., and Braun, M. 

Doi: https://doi.org/10.1002/stco.201710012

Orbi: http://hdl.handle.net/10993/31970

Mechanical Model to Predict the Resistance of the Shear Connection in Composite Beams with Deep Steel Decking. (LAJ17.B)
Odenbreit, Christoph and Nellinger, Sebastian. 

Doi: https://doi.org/10.1002/stco.201710029

Orbi: https://hdl.handle.net/10993/32088

Short-span composite beam tests to evaluate stud resistances. (LAJ17.C)
Nellinger, Sebastian and Eggert, Florian and Kuhlmann, Ulrike and Odenbreit, Christoph and Obiala, Renata. 

Doi: https://doi.org/10.1680/jstbu.16.00173

Orbi: https://hdl.handle.net/10993/31966

Influence of transverse loading onto push-out tests with deep steel decking. (LAJ17.D) 

Nellinger, Sebastian and Odenbreit, Christoph and Obiala, Renata and Lawson, Marc.

Doi: https://doi.org/10.1016/j.jcsr.2016.08.021

Orbi: https://hdl.handle.net/10993/32130

Shear Connections in Composite Flexural Members of Steel and Concrete. (LAJ17.F)
Leskelä, 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. 

Orbi: https://hdl.handle.net/10993/32413

Shear Stresses Analysis at the Steel-Concrete Interface with the Usage of Bond Eliminating Products. (LAC17.A)
Chrzanowski, M., Odenbreit, C., Obiala, R., and Bogdan, T. 

Orbi: https://hdl.handle.net/10993/37241

Experimental investigations on semi‐continuous encased composite joints. (LAC17.B)
Duarte Da Costa, Job and Obiala, Renata and Odenbreit, Christoph. 

Doi: http://dx.doi.org/10.1002/cepa.90

Orbi: https://hdl.handle.net/10993/32318

Short-span composite beam tests to evaluate stud resistances. (LAC17.C)
Nellinger, Sebastian and Eggert, Florian and Kuhlmann, Ulrike and Odenbreit, Christoph and Obiala, Renata. 

Doi: https://doi.org/10.1680/jstbu.16.00173

Orbi: https://hdl.handle.net/10993/31966

Mechanical Model to Predict the Resistance of the Shear Connection in Composite Beams with Deep Steel Decking. (LAC17.D)
Odenbreit, C.,and Nellinger, S. 

Orbi: http://hdl.handle.net/10993/32088

Numerical simulation of the load bearing behaviour of concrete dowels in slim-floor construction – CoSFB. (LAC17.E)
Braun, Matthias Volker and Obiala, Renata and Odenbreit, Christoph. 

Doi: https://doi.org/10.1002/cepa.227

Orbi: https://hdl.handle.net/10993/46805

Short-span composite beam tests to evaluate stud resistances. (LAC17.G)
Nellinger, S., Eggert, F., Kuhlmann, U., Odenbreit, C., and Obiala, R. 

Doi: https://doi.org/10.1680/jstbu.16.00173

Orbi: https://hdl.handle.net/10993/31966

Silicone Sealants: A Finite Fracture Mechanics Failure Model for non-Linear Materials. (LAC17.H)
Rosendahl, P.L., Staudt, Y., Odenbreit, C., Schneider, J., and Becker, W. 

Orbi: https://hdl.handle.net/10993/31854

Development of a new push test for Eurocode 4. (LAC17.I)
Hicks, Stephen and Ciutina, Adrian and Odenbreit, Christoph.

Orbi: https://hdl.handle.net/10993/31964

Investigation of hybrid steel-glass beams with adhesive silicone shear connection. (LAJ16.A)
Odenbreit, Christoph and Dias, Vincent. 

Doi: https://doi.org/10.1002/stco.201400004

Orbi: https://hdl.handle.net/10993/31965

Design of single span beams in SLS and ULS using semi-continuous beam-to-column joints – Part 1: Beams with constant bending stiffness and joints according to EN 1993-1-8. (LAJ16.B)
Braun, Matthias Volker and Duarte Da Costa, Job and Obiala, Renata and Odenbreit, Christoph. 

Doi: https://doi.org/10.1002/stco.201610007

Orbi: https://hdl.handle.net/10993/31969

Serviceability performance of steel–concrete composite beams. (LAJ16 Lawson)
Lawson, R.Mark and Lam, Dennis and Eleftherios, Aggelopoulos and Nellinger, Sebastian.

Doi: https://doi.org/10.1680/jstbu.16.00048

Orbi: https://hdl.handle.net/10993/46776

Investigation of the material behavior bonded connections with silicone. (LAC16.B)
Staudt, Yves and Schneider, Jens and Odenbreit, Christoph. 

Orbi: https://hdl.handle.net/10993/22149

Analyses of the loadbearing behaviour of deep-embedded concrete dowels, CoSFB. (LAJ15.B)
Braun, Matthias and Obiala, Renata and Odenbreit, Christoph. 

Doi: https://doi.org/10.1002/stco.201510024

Orbi: https://hdl.handle.net/10993/28599

Early-stage assesstment for office buildings concerning thermal comfort, energy efficiency and sustainability. (LAC15.A)
Degens, A., Scholzen, F., and Odenbreit, C. 

Doi: http://dx.doi.org/10.26868/25222708.2015.2252

Orbi: https://hdl.handle.net/10993/22934

Dynamic Thermal Simulations for Developing Early-Stage Assessments for Office Buildings. (LAC15.B)
Degens, Anja and Scholzen, Frank and Odenbreit, Christoph. 

Doi: https://doi.org/10.5075/epfl-cisbat2015-815-820

Orbi: https://hdl.handle.net/10993/46803

Push out test of novel deep steel decking-failure modes and influence of transversal loading. (LAC15.F)
Odenbreit, Christoph and Obiala, Renata and Nellinger, Sebastian and Lawson, R.M. 

Orbi: https://hdl.handle.net/10993/46804

The stress peak at the borehole of point-fitted IGU with undercut anchors.(LAJ14.A)
 Tibolt, Mike and Odenbreit, Christoph. 

Doi: https://doi.org/10.3233/FDE-130011

Orbi: https://hdl.handle.net/10993/22154

Development of a constitutive hyperelastic material law for numerical simulations of adhesive steel–glass connections using structural silicone. (LAJ14.B)
Dias, Vincent and Odenbreit, Christoph and Scholzen, Frank and Hechler, Oliver and Ben Zineb, Tarak. 

Doi: https://doi.org/10.1016/j.ijadhadh.2013.09.043

Orbi: https://hdl.handle.net/10993/12401

Analytical Extension of a Climate Load Model for Undercut Point Fitted IGU. (LAC14.A)
Tibolt, M., Hechler, O., and Odenbreit, C.

Doi: https://doi.org/10.1201/b16499-31

Orbi: https://hdl.handle.net/10993/22153

Push-Out Tests with Modern Deck Sheeting and Realistic Transverse Loading. (LAC14.B)
Nellinger, S., Odenbreit, C., and Lawson, R. 

Orbi: https://hdl.handle.net/10993/17267

Extended Load Model for Point Fitted Insulating Glass Units. (LAC14.E)
Tibolt, M., and Odenbreit, C. 

Orbi: http://hdl.handle.net/10993/46802

CoSFB – Design and Application of a New Generation of Slim-Floor Construction. (LAC14.F)
Braun, Mathias and Obiala, Renata and Odenbreit, Christoph and Hechler, Oliver. 

Orbi: https://hdl.handle.net/10993/22152

Push-out tests with modern deck sheeting to evaluate shear connector resistances. (LAC14.G)
Eggert, Florian and Nellinger, Sebastian and Kuhlmann, Ulrike and Odenbreit, Christoph. 

Orbi: https://hdl.handle.net/10993/22150

Investigation of the Material Behavior of Bonded Connections with Silicone. (LAC14.H)
Staudt, Y., Schenider, J., and Odenbreit, C. 

Orbi: http://hdl.handle.net/10993/22149

Analyses of the rotational capacity of composite connections for plastic design. (LAC13.B)
Odenbreit, Christoph and Hechler, Oliver and Jaspart, Jean-Pierre. 

Orbi: https://hdl.handle.net/10993/12853

Experimental investigations and numerical modeling of point-fitted glass panes. (LAC13.C1)
Tibolt, Mike and Odenbreit, Christoph and Hechler, Oliver. 

Doi: http://dx.doi.org/10.1201/b15267-49

Orbi: https://hdl.handle.net/10993/12408

Innovative conception and design of structural systems for flexible floor spaces. (LAC13.C2)
Odenbreit, C., Oliver, H., and Braun, M. 

Doi: https://doi.org/10.1201/b15267-211

Orbi: https://hdl.handle.net/10993/12852

Numerical investigation of insulation glass units with undercut point fittings. (LAC13.D)
Tibolt, Mike and Odenbreit, Christoph and Hechler, Oliver. 

Doi: https://doi.org/10.1201/b14563-59

Orbi: https://hdl.handle.net/10993/12406

Determination of the Material Properties of an Epoxy and MSPolymer for Adhesive Point-Fixings.(LAC13.F)
Jonas, D., Jan, D., Vincent, D., and Odenbreit, C. 

Doi: http://10.1201/b14563-66

Orbi: http://hdl.handle.net/10993/5307

Development of material law for silicone to simulate structural adhesive connections. (LAC12.A)
Dias, Vincent and Odenbreit, Christoph and Hechler, Oliver and Scholzen, Frank and Ben Zineb, Tarak. 

Orbi: https://hdl.handle.net/10993/5304

Determination of Adhesives Properties for Non-linear Numerical Simulation of Structural Steel-Glass Connections. (LAC12.B)
Dias, Vincent and Odenbreit, Christoph and Hechler, Oliver 

Doi: https://doi.org/10.3233/978-1-61499-061-1-195

Orbi: https://hdl.handle.net/10993/5302

Design concept for point fitting of insulation glass units. (LAC12.C)
Hechler, Oliver and Tibolt, Mike and Odenbreit, Christoph and Zilian, Andreas and Dias, Vincent. 

Orbi: https://hdl.handle.net/10993/12407

Investigations into the Safety Level of Marine Steel Sheet Pile Structures with Consideration of Corrosion. (LAC11.A)
Odenbreit, Christoph and Osório, Paulo and Van Baars, Stefan and Vrouwenvelder, Ton.

Orbi: https://hdl.handle.net/10993/29963

Corrosion effects onto the safety of steel sheet pile walls in marine environment. (LAC11.B)
Osório, P. and Odenbreit, Christoph and Greger, M. and Vrouwenvelder, Ton. 

Orbi: https://hdl.handle.net/10993/46801

Failure Probability of marine Steel Sheet pile Structures with Special Consideration of the Corrosion Impact. (LAC11.C)
Osorio, O., Odenbreit, C., Van Baars, S., and Vrouwenvelder, T.

Orbi: http://hdl.handle.net/10993/46883

Versuche zur Tragfähigkeit von Ankerplatten mit einbetonierten Kopfbolzendübeln in schmalen Stahlbetonstützen. Beton-und Stahlbetonbau. (LAJ10.A)
Jost, Markus and Odenbreit, Christoph. 

Doi: https://doi.org/10.1002/stab.200590005

Orbi: http://hdl.handle.net/10993/46778

Determination of the material shear strength without shear box brittle bonded material. (LAC10.B)
Rodrigues, D. and Odenbreit, Christoph and Greger, M. and Zastrau, B 

Orbi: https://hdl.handle.net/10993/46882

Structural Reliability Analysis of Quay Walls with Steel Sheet Piles. Reliability Analysis of Quay Walls with Steel Sheet Piles. (LAC10.C)
Osório, P. and Odenbreit, Christoph and Vrouwenvelder, T.

Orbi: https://hdl.handle.net/10993/46789

Untersuchungen über das Trag-und Dehnungsverhalten des Betongurtes bei Verbundanschlüssen.(LAJ09.A)
Odenbreit, Christoph and Jaspart, Jean-Pierre and Hahn, Christoph. 

Doi: https://doi.org/10.1002/stab.200910004

Orbi: https://hdl.handle.net/10993/28492

Load-Deformation Behaviour of Shear Studs in Fatigue Loading at Mid-Lifetime. (LAC08.A)
Odenbreit, Christoph. 

Orbi: https://hdl.handle.net/10993/47059

Ramberg Osgood and Manson Coffin Relation for shear studs in fatigue loading. (LAC08.B)
Odenbreit, Christoph. 

Doi: http://dx.doi.org/10.2749/weimar.2007.0182

Orbi: https://hdl.handle.net/10993/46881

Manson-Coffin- and Ramberg-Osgood relation for headed shear studs in fatigue loading. (LAC07.A)
Odenbreit, Christoph and Dorka, Uwe. 

Doi: https://doi.org/10.2749/weimar.2007.0182

Orbi: https://hdl.handle.net/10993/46785

Improvement of Load Bearing Capacity in Design of Anchor Plates with Headed Shear Studs in Concrete Columns. (LAC07.B)
Odenbreit, Christoph and Fromknecht, Stephan.

Orbi: https://hdl.handle.net/10993/46786

Correlation between stiffness of composite connections and adjacent composite beam. (LAC07.C)
Odenbreit, Christoph and Hahn, Christoph. 

Orbi: https://hdl.handle.net/10993/46787

Aspects of Steel Structures in Marine Environment including Corrosion Using Eurocode 3 and National Annex. (LAC07.D)
Oke, Ashwini and Odenbreit, Christoph. 

Orbi: https://hdl.handle.net/10993/46788

Numerical simulation of load flux and crack initiation in reinforced concrete columns with anchor plates and headed shear studs. (LAC07.E)
Fromknecht, Stephan and Odenbreit, Christoph. 

Orbi: https://hdl.handle.net/10993/46783

Headed Shear Studs in Fatigue Loading – Results of Displacement Controlled Dynamic Tests. (LAC06.B)
Odenbreit, Christoph. 

Orbi: https://hdl.handle.net/10993/47060

Bending Resistant Composite Joints for High Rotation Capacity. (LAC06.C)
Odenbreit, Christoph and Hahn, Ch. 

Doi: http://dx.doi.org/10.2749/222137806796168994

Orbi: https://hdl.handle.net/10993/46784

Rechenbeispiel zum Statischen Nachweis von Verbundträgern mit verformbaren, teiltragfähigen Verbundanschlüssen.(LAJ05.A)
Jost, Markus and Odenbreit, Christoph. 

Doi: https://doi.org/10.1002/stab.200590005

Orbi: https://hdl.handle.net/10993/46773

Fatigue Behaviour of Headed Shear Studs in Composite Bridges in Steel and Concrete. (LAC05.A)
C. Odenbreit, A. Leffer & M. Feldmann 

Orbi: https://hdl.handle.net/10993/46867

Ein Rechenmodell zur Berücksichtigung von verformbaren, teiltragfähigen Anschlüssen bei der Berechnung von Stahlverbundträgern. (LAJ04.A)
Jost, Markus and Odenbreit, Christoph. 

Doi: https://doi.org/10.1002/stab.200490133

Orbi: https://hdl.handle.net/10993/46777

20 Jahre Verbundbauforschung an der Universität Kaiserslautern.(LAJ00.A)
Uth, H.J., Stengel, J., Odenbreit, C., Mensinger, M., Michaeli, W., Dauwel, Th., Heppes, O., and Leffer, A. 

Doi: https://doi.org/10.1002/stab.200002880

Orbi: https://hdl.handle.net/10993/46887

Large span floor beams with web operatings – Design supported by large scale tests. (C_1998_A)
Helmut BODE, Christoph ODENBREIT. 

Doi: https://doi.org/10.5169/seals-59972

Orbi: https://doi.org/10.5169/seals-59972