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Innovative Column Splice for Circular Steel Construction (LAJ25.G)
Arnaud Neutelers, Laurent Duchêne, Jorge Conde Conde, Luis Simoes da Silva, Filip Ljubinkovic, Christoph Odenbreit, Jean-François Demonceau.

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Experimental study on the flexural behaviour of demountable steel-concrete composite beams at room temperature and under fire exposure (LAJ25.H)
P.S. Mora, A. Espinós, C. Odenbreit, M.L. Romero.

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Analyzing the minimum degree of shear connection for composite beams with prestressed dismountable shear connections LAC25.A1)
Adil Ahmed, Christoph Odenbreit, Dr. Jean-Francois, Dr. Jie Yang, Dr. Teodora Bogdan.

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CONNECT4C: High- strength steel connections for circular construction (LAC25.A3)
A. Bernabeu Larena, G. González Sanz, T. Alves, N. Janković, F. Ljubinković, L. Simões da Silva, J. Conde Conde, A.J. Lara Bocanegra, A. Majano Majano, L. Duchêne, A. Neutelers, J.F. Demonceau, A. Silva De Carvalho, T. Bodgan, C. Odenbreit, K. Mela.

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Investigations on STC-Shallow floor beams: comparison between strain-based derived bending resistances and results of numerical models (LAC25.C)
Adil Ahmed, Prof. Dr. Christoph Odenbreit, Prof. Dr. Jean-Francois Demonceau, Dr. Jie Yang, Dr. Teodora Bogdan.

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Quantifying the impact of structural solution and material reuse on carbon emissions of flooring systems: Innovative concept and analysing tool (LAC25.D1)
Shahin Sayyareh, Teodora Bogdan, Thomas Ummenhofer, Julio L. Rivera, Christoph Odenbreit.

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Development and analysis of an innovative high-strength steel adaptable beam to column connection (LAC25.D2)
A. S. de Carvalho, T. Bogdan, R. Matos, J. F. Demonceau, C. Odenbreit.

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The Pavillion Petite Maison: A holistic view on the modular concept of the “Reuse Plug Play System” design for Disassembly and Reuse (LAC25.D3)
T. Bogdan, S. Sayyareh, A.S. de Carvalho, C. Odenbreit, A. Kozma.

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Parametric finite element study of semi-rigid joints with long slotted holes (LAC25.E)
 A.S. de Carvalho, A. Kozma, T. Bogdan, C. Odenbreit.

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

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Characterization of different longitudinal shear transfer mechanisms for profiles embedded in concrete walls (LAJ24.C)
Dan Dragan, Rajarshi Das, Teodora Bogdan, Herve Degee.

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Stahl-Holz-Verbundträger – erste Bemessungsansätze (LAJ24.D)
Christoph Odenbreit, Alfredo Romero, Adil Ahmed, Teodora Bogdan.

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Innovative demountable steel-timber composite (STC) beams: Experimental full-scale bending tests (LAJ24.F)
Alfredo Romero, Christoph Odenbreit.

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A novel shear connection and analysing algorithm to allow for circular economy in steel-concrete and steel-timber composite construction (LAC24.A)
Christoph Odenbreit, Alfredo Romero, Andras Kozma

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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.

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

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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.

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

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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.

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

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

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

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Load bearing behavior of concrete encased composite columns with high‐performance materials (LAC23.B5)
Teodora Bogdan, Ozgun Ergun, P. Schurgacz, O.M. Anwaar, M. Rich, M. Schäfer, M. Knobloch, W. Kurz

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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.

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Characterization of the elevated temperature behaviour of demountable shear connectors in steel-concrete composite beams through push-out tests (LAC23.B7)
R. Mansilla, A. Espinós, Christoph Odenbreit, I. Payá-Zaforteza, M.L. Romero.

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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.

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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.

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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.

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

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

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

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

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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. 

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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. 

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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.

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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.

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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. 

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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. 

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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 

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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. 

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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. 

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

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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 

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

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

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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. 

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

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

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

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

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

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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. 

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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. 

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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. 

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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. 

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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. 

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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. 

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

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

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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. 

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

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

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

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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. 

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

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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, 

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

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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. 

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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. 

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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. 

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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. 

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

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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. 

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

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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. 

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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.

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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. 

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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. 

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

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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. 

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

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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. 

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

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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. 

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

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

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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. 

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

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

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

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

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

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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. 

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Influence of Semi-Continuous Composite Joints on the Natural Frequency and Deflection of Composite Beams (LAC15.G)
Duarte Da Costa, Job and Braun, Matthias and Odenbreit, Christoph.

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

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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. 

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

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

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

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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. 

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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. 

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

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Newest Developments in Steel and Glass Engineering. (LAC13.A)
Christoph Odenbreit.

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

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

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

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

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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. 

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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. 

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

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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. 

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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.

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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. 

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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.

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

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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 

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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.

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

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

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

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

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

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

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

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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. 

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

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

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

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

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

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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. 

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Large span floor beams with web operatings – Design supported by large scale tests. (LAC_1998.A)
Helmut BODE, Christoph ODENBREIT. 

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