  | Odenbreit, C., Yang, J., Romero, A., & Kozma, A. (2022). A Reusable Structural System Fit for Geometrical Standardisation and Serial Production. In ce/papers (pp. 11-20). doi:10.1002/cepa.1693  Peer reviewed |
 | Romero, A., Yang, J., Hanus, F., & Odenbreit, C. (2022). Numerical Investigation of Steel-LVL Timber Composite Beams. In ce/papers. doi:10.1002/cepa.1694 Peer reviewed |
  | Turetta, M., Odenbreit, C., Khelil, A., & Martin, P.-O. (August 2022). Investigations on the lateral-torsional buckling of an innovative U-shaped steel beam in construction stage of composite beam. (LAJ22.B). Structures, 44, 1328-1346. doi:10.1016/j.istruc.2022.08.033 Peer reviewed |
 | Odenbreit, C., Kozma, A., & Romero, A. (2022). Discussion of an algorithm to transfer arbitrary shear connector load-slip curves into an effective shear resistance. In Kolloquiumsband - 23 DASt-Forschungskolloquium. Peer reviewed |
 | Vigneri, V., Hicks, S. J., Taras, A., & Odenbreit, C. (2022). Design models for predicting the resistance of headed studs in profiled sheeting. (LAJ22.E). Steel and Composite Structures, 42 (5), 633-647. doi:10.12989/scs.2022.42.5.633 Peer Reviewed verified by ORBi |
 | Kozma, A., Girao Coelho, A. M., Yang, J., & Odenbreit, C. (2022). A NEW CONCEPT AND ALGORITHM TO TRANSFER BRITTLE AND ARBITRARY LOAD-SLIP CURVES INTO AN EFFECTIVE SHEAR RESISTANCE SUITABLE FOR EUROCODE 4. (LAJ22.A). Journal of Theoretical and Applied Mechanics, 60 (4), 705-718. doi:10.15632/jtam-pl/156164 Peer reviewed |
 | Romero, A., Yang, J., Hanus, F., & Odenbreit, C. (2021). Numerical Investigation of Steel-LVL Timber Composite Beams. In Proceedings of the XIII Steel and Composite Construction Conference. Peer reviewed |
 | Odenbreit, C., Yang, J., Romero, A., & Kozma, A. (2021). A Reusable Structural System Fit for Geometrical Standardisation and Serial Production. In Proceedings of the XIII Steel and Composite Construction Conference. Peer reviewed |
 | Vigneri, V., Odenbreit, C., Lam, D., & Hanus, F. (September 2021). 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). ce/papers, 4 (2-4), 627 - 634. doi:10.1002/cepa.1341 Peer reviewed |
 | Vigneri, V., Odenbreit, C., & Romero, A. (15 August 2021). Numerical study on design rules for minimum degree of shear connection in propped steel-concrete composite beams. (LAJ21.C). Engineering Structures, 241. doi:10.1016/j.engstruct.2021.112466 Peer Reviewed verified by ORBi |
 | Chrzanowski, M. P., Odenbreit, C., Obiala, R., Bogan, T., & Degée, H. (2021). Resistance of a new type of flat shear connectors dedicated to composite columns. (LAC21.A1). Proceedings of ICMS. Peer reviewed |
 | Odenbreit, C., & Vigneri, V. (2021). Numerical study on the revised rules for minimum degree of shear connection in propped and unpropped steel-concrete composite beams. (LAC21.A2). Proceedings of ICMS. doi:10.1016/j.engstruct.2021.112466 Peer reviewed |
 | Kozma, A., Yang, J., & Odenbreit, C. (2021). Effective resistance of demountable shear connectors. (LAC21.A3). Proceedings of ICMS. Peer reviewed |
 | Odenbreit, C., & Vigneri, V. (2021). Technical Report LA19.E Rev. B. Headed studs in profiled steel sheeting transverse to the beam. Investigations on design resistance of headed stud shear connectors on the basis of the Final Draft of SC4.PT3 (April 2018). (LA19.E Rev.B). |
 | Odenbreit, C., & Vigneri, V. (2021). Headed studs in profiled steel sheeting transverse to the beam. Investigations on design resistance of headed stud shear connectors on the basis of the Final Draft of SC4.PT3 (April 2018). (LA19.E Rev.B). |
Becker, T., Cane, F., Charitonidou, M., Evrard, E., Faber, C., Ferreira Silva, M., Hadji-Minaglou, J.-R., Hansen, J., Hesse, M., Katsikis, N., König, A., Maric, M., Miessen, M., Neupane, S., Odenbreit, C., Popova, S. B., Reckinger, R., Schulz, C., Swinnen, P., ... Babic, E. (Other coll.). (2021). Luxembourg 2050 - Prospects for a Regenerative City Landscape : Report Phase 2. (2). Luxembourg: Luxembourg in Transition. |
Benetto, E., Gibon, T., Hitaj, C., Hesse, M., Molz, M., Karine, P., Schulz, C., Hertweck, F. (Ed.), Babic, E. (Other coll.), Becker, T. (Other coll.), Biwer, A. (Other coll.), Coignet, P. (Other coll.), Evrard, E. (Other coll.), Hadji-Minaglou, J.-R. (Other coll.), Junk, J. (Other coll.), Hansen, J. (Other coll.), Hardy, D. (Other coll.), Katsikis, N. (Other coll.), Kessler, S. (Other coll.), ... Abdullah, A. (Other coll.). (2021). Luxembourg 2050 - Prospects for a Regenerative City Landscape : Report Phase 1. (1). Luxembourg: Luxembourg in Transition. |
 | Turetta, M., Martin, P.-O., Khelil, A., & Odenbreit, C. (2021). Etude experimentale et numerique du comportement mecanique d'une solution innovante de pourte mixte Acier-Beton en forme de U. Revue construction métallique, 1. Peer reviewed |
 | Chrzanowski, M., Odenbreit, C., Obiala, R., Bogdan, T., & Degée, H. (2021). Effective bending stiffness of steel-concrete composite columns with multiple encased steel profiles. (LAJ21.B). Journal of Constructional Steel Research, 181, 106607. doi:10.1016/j.jcsr.2021.106607 Peer reviewed |
Babi Almenar, J., Coignet, P., Gibon, T., Hitaj, C., Kessler, C., Maric, M., Molz, M., Paris, K., Schneider, N., Schulz, C., Fox, K., Zimmer, C., Hertweck, F. (Ed.), Abdullah, A. (Other coll.), Babic, E. (Other coll.), Becker, T. (Other coll.), Benetto, E. (Other coll.), Biwer, A. (Other coll.), Braun, C. (Other coll.), ... Wengler, J. (Other coll.). (2021). Luxembourg 2050 - Prospects for a Regenerative City-Landscape - Report Phase 2. (2). Luxembourg: Luxembourg in Transition. |
 | Odenbreit, C., & Kozma, A. (2020). Demountable and reusable construction system for steel-concrete composite structures. In C. Odenbreit & A. Kozma, Demountable and reusable construction system for steel-concrete composite structures. Peer reviewed |
 | Turetta, M., Odenbreit, C., Khelil, A., & Martin, P.-O. (10 February 2020). Investigation on the flexural behavior of an innovative U shaped steel concrete composite beam. (LAJ20.A). Steel and Composite Structures, 34 (3), 441--452. doi:10.12989/scs.2020.34.3.441 Peer Reviewed verified by ORBi |
 | Odenbreit, C., & Kozma, A. (2019). Demountable Precast Concrete Systems. In Reduce, reuse and demountability using steel structures and the circular economy. Peer reviewed |
 | Lam, D., Odenbreit, C., Yang, J., Kozma, A., Dai, X., Sheehan, T., & Zhou, K. (08 October 2019). Demountable Steel Connections [Paper presentation]. Steel Reuse Event, London, United Kingdom. |
 | Odenbreit, C., & Kozma, A. (September 2019). Parametric study on non-ductile demountable shear connectors. (LAC19.H). ce/papers, 3 (3-4), 283-288. doi:10.1002/cepa.1057 Peer reviewed |
 | Vigneri, V., Odenbreit, C., & Lam, D. (September 2019). Different load‐bearing mechanisms in headed stud shear connections in composite beams with profiled steel sheeting. (LAC19.J). ce/papers, 3 (3-4), 231-236. doi:10.1002/cepa.1050 Peer reviewed |
 | Vigneri, V., Odenbreit, C., & Lam, D. (August 2019). Different load bearing mechanisms in headed stud shear connectors for composite beams with profiled steel sheeting. (LAC19.J). Steel Construction, 12 (3), 184-190. doi:10.1002/stco.201900019 Peer Reviewed verified by ORBi |
 | Duarte da Costa, J., Obiala, R., & Odenbreit, C. (12 July 2019). Rotation capacity of composite joints for slim-floor beams. (LAJ19.D). Stahlbau, 88 (7), 675--684. doi:10.1002/stab.201900033 Peer reviewed |
 | Kozma, A., Odenbreit, C., & Braun, M. V. (04 July 2019). Characterisation of demountable shear connector systems in composite beams [Paper presentation]. 9th International Conference on Steel and Aluminium Structures ICSAS19, Bradford, United Kingdom. |
 | Braun, M., Obiala, R., Schäfer, M., Kuhlmann, U., Reif, F., & Odenbreit, C. (July 2019). Tragverhalten von CoSFB-Dübeln. (LAJ19.B). Stahlbau, 88(2019) (Heft 7). doi:10.1002/stab.201900036 Peer Reviewed verified by ORBi |
 | Odenbreit, C., Vigneri, V., & Lam, D. (July 2019). Equations to predict the shear connection capacity of composite beams with slender profiled steel sheeting [Paper presentation]. 9th International Conference on Steel and Aluminium Structures ICSAS19, Bradford, United Kingdom. |
 | Rosendahl, P. L., Staudt, Y., Odenbreit, C., Schneider, J., & Becker, W. (June 2019). Measuring mode I fracture properties of thick-layered structural silicone sealants. (LAJ19.G). International Journal of Adhesion and Adhesives, 91, 64--71. doi:10.1016/j.ijadhadh.2019.02.012 Peer reviewed |
 | Kozma, A., Odenbreit, C., Braun, M. V., Veljkovic, M., & Martin, N. (01 June 2019). Push-out tests on demountable shear connectors of steel concrete composite structures. Structures, 21, 45-54. doi:10.1016/j.istruc.2019.05.011 Peer Reviewed verified by ORBi |
Vigneri, V., Odenbreit, C., & Braun, M. V. (April 2019). Numerical evaluation of the plastic hinges developed in headed stud shear connectors in composite beams with profiled steel sheeting. Structures, 21, 103-110. doi:10.1016/j.istruc.2019.03.017 Peer Reviewed verified by ORBi |
 | Odenbreit, C., & Kozma, A. (February 2019). Dismountable Flooring Systems for Multiple Use. (LAC19.A). IOP Conference Series: Earth and Environmental Science, 225. doi:10.1088/1755-1315/225/1/012028 Peer reviewed |
 | CHRZANOWSKI, M. P., Odenbreit, C., Obiala, R., Bogdan, T., & Degée, H. (2019). Transfer of shear stresses at steel-concrete interface – Experimental tests and literature review. (LAJ19.C). Steel Construction, 12 (1), 44-54. doi:10.1002/stco.201800024 Peer Reviewed verified by ORBi |
 | Odenbreit, C., Chrzanowski, M., Obiala, R., Bogdan, T., & Degée, H. (2019). Characterisation of a new flat mechanical shear connection mean for steel-concrete composite columns. (LAJ19.F). Structures. doi:10.1016/j.istruc.2019.03.001 Peer reviewed |
 | Chrzanowski, M., Odenbreit, C., Degée, H., & Obiala, R. (2019). Effective bending stiffness of heavy steel-concrete composite columns with multiple encased steel profiles. In Proceedings of 9th International Conference on Steel and Aluminium Structures (ICSAS19). Peer reviewed |
 | Bogdan, T., Chrzanowski, M., & Odenbreit, C. (2019). Megacolumns with several reinforced steel profiles – experimental and numerical investigations. (LAJ19.A). Structures, 21, 3-21. doi:DOI:10.4995/ASCCS2018.2018.7126 Peer reviewed |
 | Odenbreit, C. (21 November 2018). Stahl und Glas im Bauwesen [Paper presentation]. Kolloquium der Bauhütte der Pfalz, Germany. |
 | Turetta, M., Khelil, A., Odenbreit, C., & Martin, P.-O. (05 September 2018). Numerical study on the load bearing capacity of a steel U section beam used as a formwork in constrcution stage [Paper presentation]. International Conference on Engineering Research and Practice for Steel Construction 2018 (ICSC2018) Hong Kong, China, 5 to 7 September 2018, Hong Kong, China. |
 | Odenbreit, C., Lam, D., Hicks, S., Ciutina, A., & Vigneri, V. (31 August 2018). Neues Bemessungsmodell für Kopfbolzendübel in Kombination mit hohen Trapezblechprofilen [Paper presentation]. Eurocode seminar & Comparison of Chinese Design codes and Eurocodes, Kirschberg, Luxembourg. |
 | Kozma, A., Odenbreit, C., Braun, M. V., Veljkovic, M., & Nijgh, M. (2018). Push-out tests on demountable shear connectors of steel-concrete composite structures. In Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (pp. 549-556). doi:10.4995/ASCCS2018.2018.7155 Peer reviewed |
 | Chrzanowski, M., Odenbreit, C., Obiala, R., Bogdan, T., Braun, M. V., & Degee, H. (2018). Development of an innovative type of shear connector dedicated to fully embedded steel-concrete composite columns - experimental and numerical investigations. In Proceedings of the ASCCS 2018 Conference, Valencia, Spain, June 27-29, 2018. doi:10.4995/ASCCS2018.2018.6970 Peer reviewed |
 | Odenbreit, C., & Kozma, A. (26 February 2018). Reuse and Demountability Using Steel Structures and the Circular Economy [Paper presentation]. Reuse and Demountability Using Steel Structures and the Circular Economy, Luxembourg ville, Luxembourg. |
 | Duarte da Costa, J., Obiala, R., & Odenbreit, C. (2018). A new method to assess the stiffness and rotation capacity of composite joints. In Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018 (pp. 533--540). doi:10.4995/ASCCS2018.2018.7082 Peer reviewed |
 | Odenbreit, C., Vigneri, V., Amadio, C., Bedon, C., & Braun, M. V. (2018). New mechanical model to predict the load bearing resistance of shear connectors with modern forms of profiled sheeting [Paper presentation]. 13th International Conference on Steel, Space and Composite Structures, Perth, Australia. |
 | Vigneri, V., Odenbreit, C., & Braun, M. V. (2018). Numerical evaluation of the plastic hinges developed in headed stud shear connectors in composite beams with profiled steel sheeting. In Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (pp. 229-236). doi:10.4995/ASCCS2018.2018.7166 Peer reviewed |
 | Staudt, Y., Odenbreit, C., & Schneider, J. (2018). Failure behaviour of silicone adhesive in bonded connections with simple geometry. International Journal of Adhesion and Adhesives, 82, 126-138. doi:10.1016/j.ijadhadh.2017.12.015 Peer Reviewed verified by ORBi |
 | Odenbreit, C. (2017). Steel and Composite Structural Building Elements for a Circular Economy. In Steel and Composite Structural Building Elements for a Circular Economy. |
 | Chrzanowski, M., Odenbreit, C., Obiala, R., & Bogdan, T. (2017). Shear Stresses Analysis at the Steel-Concrete Interface with the Usage of Bond Eliminating Products. In Proceedings of the XI CMM 2017 Conference, Coimbra 23-24 November 2017. Peer reviewed |
 | Braun, M. V., Obiala, R., & Odenbreit, C. (2017). Numerical simulation of the load bearing behaviour of concrete dowels in slim-floor construction – CoSFB. In Eurosteel 2017. Berlin, Unknown/unspecified: Ernst & Sohn Verlag. doi:10.1002/cepa.227 Peer reviewed |
 | Chrzanowski, M., Odenbreit, C., & Bogdan, T. (13 September 2017). Development of an innovative type of shear connection dedicated to the composite columns application [Poster presentation]. Eurosteel 2017, Copenhagen, Denmark. |
 | Duarte Da Costa, J., Obiala, R., & Odenbreit, C. (2017). Experimental investigations on semi-continuous encased composite joints. In Eurosteel 2017. Berlin, Unknown/unspecified: Ernst & Sohn Verlag. Peer reviewed |
 | Odenbreit, C., & Nellinger, S. (2017). Mechanical Model to Predict the Resistance of the Shear Connection in Composite Beams with Deep Steel Decking. In Eurosteel 2017. Berlin, Unknown/unspecified: Ernst & Sohn. Peer reviewed |
 | Hicks, S., Ciutina, A., & Odenbreit, C. (2017). Development of a new push test for Eurocode 4. In 8th International Conference on Composite Construction in Steel and Concrete. Peer reviewed |
 | Rosendahl, P. L., Staudt, Y., Odenbreit, C., Schneider, J., & Becker, W. (2017). Silicone sealants: A Finite Fracture Mechanics failure model for non-linear materials. In 14th International Conference on Fracture (ICF 14). Peer reviewed |
 | Lawson, R. M., Lam, D., Eleftherios, A., Nellinger, S., & Odenbreit, C. (Other coll.). (23 January 2017). Serviceability performance of steel–concrete composite beams. Proceedings of the Institution of Civil Engineers : Structures and Buildings, 170 (2), 98--114. doi:10.1680/jstbu.16.00048 Peer Reviewed verified by ORBi |
Leskelä, M., Aribert, J.-M., Ciutina, A., Hjiaj, M., Johnson, R. P., Kuhlmann, U., Lam, D., Lebet, J.-P., Mangerig, I., Neves, L. C., Obiala, R., Odenbreit, C., Peltonen, S., & Valente, M. I. B. (2017). Shear Connections in Composite Flexural Members of Steel and Concrete. (1). ECCS - European Convention for Constructional Steelwork. |
 | Duarte Da Costa, J., Braun, M. V., Obiala, R., & Odenbreit, C. (2017). Design of single-span beams for SLS and ULS using semi-continuous beam-to-column joints. Part 2: Composite beams with variable bending stiffness and joints according to EN 1993-1-8. Steel Construction, 10 (2). doi:10.1002/stco.201710012 Peer Reviewed verified by ORBi |
 | Nellinger, S., Odenbreit, C., Obiala, R., & Lawson, M. (2017). Influence of transverse loading onto push-out tests with deep steel decking. Journal of Constructional Steel Research, 128, 335-353. doi:10.1016/j.jcsr.2016.08.021 Peer Reviewed verified by ORBi |
 | Nellinger, S., Eggert, F., Kuhlmann, U., Odenbreit, C., & Obiala, R. (2017). Short-span composite beam tests to evaluate stud resistances. Proceedings of the Institution of Civil Engineers : Structures and Buildings, 1-12. doi:10.1680/jstbu.16.00173 Peer Reviewed verified by ORBi |
 | Odenbreit, C., & Nellinger, S. (2017). Mechanical model to predict the resistance of the shear connection in composite beams with deep steel decking. Steel Construction, 10 (3), 248-253. doi:10.1002/stco.201710029 Peer Reviewed verified by ORBi |
 | Staudt, Y., Odenbreit, C., & Schneider, J. (2016). Numerical simulation and Identification of the Failure Criterion for Structural Silicone [Paper presentation]. 100 years of Engineering Education in Luxembourg, Esch-sur-Alzette, Luxembourg. |
 | Chrzanowski, M., & Odenbreit, C. (2016). MultiCoSteel – Structural Behaviour of Heavy Composite Columns with Multiple Encased Steel Profiles for High Rise Buildings [Paper presentation]. 100 years of Engineering Education in Luxembourg, Esch-sur-Alzette, Luxembourg. |
 | Bogdan, T., Chrzanowski, M., & Odenbreit, C. (2016). MultiCoSteel – Structural Behaviour of Heavy Composite Columns with Multiple Encased Steel Profiles for High Rise Buildings [Paper presentation]. 100 years of Engineering Education in Luxembourg - ArcelorMittal Stand, Esch-sur-Alzette, Luxembourg. |
 | Staudt, Y., Odenbreit, C., & Schneider, J. (2016). Investigation of Bonded Connections with Silicone under Shear Loading. In F. Bos, C. Louter, ... J. Belis (Eds.), Challenging Glass 5 - Conference on Architectural and Structural Applications of Glass, Ghent, 16 & 17 June 2016. Peer reviewed |
 | Odenbreit, C., & Dias, V. (2016). Investigation of hybrid steel-glass beams with adhesive silicone shear connection. Steel Construction, 9 (3), 207-221. doi:10.1002/stco.201400004 Peer Reviewed verified by ORBi |
 | Braun, M. V., Duarte Da Costa, J., Obiala, R., & Odenbreit, C. (2016). 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. Steel Construction, 9 (1), 1-15. doi:10.1002/stco.201610007 Peer Reviewed verified by ORBi |
 | Odenbreit, C., Obiala, R., Nellinger, S., & Lawson, R. M. (2015). Push out test of novel deep steel decking-failure modes and influence of transversal loading. Association for Steel-Concrete Composite Structures. Peer reviewed |
 | Degens, A., Scholzen, F., & Odenbreit, C. (2015). Early-Stage Assessment for Office Buildings concerning thermal comfort , energy efficiency amd sustainabilty. In 14th International Building Simulation Conference BS 2015. Peer reviewed |
 | Odenbreit, C. (2015). High Rise Buildings in Steel - from Past to Present. Infosteel. |
 | Degens, A., Scholzen, F., & Odenbreit, C. (2015). Development of an early-stage assessment tool for office buildings concerning comfort, energy efficiency and sustainability. In CISBAT 2015 - International Conference on Future Buildings & Districts Sustainability - from Nano to Urban Scale. Peer reviewed |
 | Braun, M., Obiala, R., & Odenbreit, C. (01 September 2015). Analyses of the loadbearing behaviour of deep-embedded concrete dowels, CoSFB. Steel Construction, 8 (3), 167-173. doi:10.1002/stco.201510024 Peer Reviewed verified by ORBi |
 | Duarte Da Costa, J., Braun, M., & Odenbreit, C. (2015). Influence of Semi-Continuous Composite Joints on the Natural Frequency and Deflection of Composite Beams. In ICASS'2015 International conference series on Advances in Steel Structures & IJSSD 2015 Symposium on Progress in Structural Stability and Dynamics. Peer reviewed |
 | Degens, A., Scholzen, F., & Odenbreit, C. (2015). Dynamic Thermal Simulations for Developing Early-Stage Assessments for Office Buildings. EPFL scientific publications, 815-820. doi:10.5075/epfl-cisbat2015-815-820 Peer reviewed |
 | Tibolt, M., & Odenbreit, C. (2015). The stress peak at the borehole of point-fitted IGU with undercut anchors. Journal of Facade Design and Engineering, 2 (1-2), 33-66. doi:10.3233/FDE-130011 Peer Reviewed verified by ORBi |
 | Thibolt, M., & Odenbreit, C. (03 September 2014). Extended Load Model for Point Fitted Insulating Glass Units [Paper presentation]. 37th Madrid IABSE Symposium 2014, Madrid, Spain. |
 | Dias, V., & Odenbreit, C. (24 June 2014). Development of a constitutive material law for silicone material and its implementation into Abaqus software [Paper presentation]. Journée de la simulation numérique- ESSTIN, Nancy, France. |
 | Nellinger, S., Odenbreit, C., & Lawson, M. (2014). Push-out tests with modern deck sheeting and realistic transverse loading. In 12th International Conference on Steel, Space & Composite Structures (pp. 285-294). Peer reviewed |
 | Staudt, Y., Schneider, J., & Odenbreit, C. (2014). Investigation of the material behaviour of bonded connections with silicone. In J. Schneider & B. Weller (Eds.), engineered transparency. International Conference at glasstec - Glass | Facade | Energy (pp. 393-402). Peer reviewed |
 | Braun, M., Obiala, R., Odenbreit, C., & Hechler, O. (2014). CoSFB – Design and Application of a New Generation of Slim-Floor Construction. In 7th European Conference on Steel and Composite Structures (Eurosteel). Peer reviewed |
 | Eggert, F., Nellinger, S., Kuhlmann, U., & Odenbreit, C. (2014). Push-out tests with modern deck sheeting to evaluate shear connector resistances. In Eurosteel 2008, 7th European Conference on Steel and Composite Structures (pp. 519-520). Peer reviewed |
 | Tibolt, M., Hechler, O., & Odenbreit, C. (2014). Analytical extension of a climate load model for undercut point fitted IGU. In C. Louter, F. Bos, J. Belis, ... J.-P. Lebet (Eds.), Challenging Glass 4 & COST Action TU0905 Final Conference (pp. 199-208). London, Unknown/unspecified: Taylor & Francis Group. doi:10.1201/b16499-31 Peer reviewed |
 | Dias, V., Odenbreit, C., Scholzen, F., Hechler, O., & Ben Zineb, T. (January 2014). Development of a constitutive hyperelastic material law for numerical simulations of adhesive steel–glass connections using structural silicone. International Journal of Adhesion and Adhesives, 48, 194–209. doi:10.1016/j.ijadhadh.2013.09.043 Peer Reviewed verified by ORBi |
 | Odenbreit, C. (27 November 2013). Latest development in steel and glass engineering [Paper presentation]. Stolbaudag 2013 - Journée Construction Acier 2013, Luxembourg, Luxembourg. |
 | Odenbreit, C., Hechler, O., & Braun, M. (2013). Innovative conception and design of structural systems for flexible floor spaces. In ICSA2013 - Conference book. doi:10.1201/b15267-211 Peer reviewed |
 | Tibolt, M., Odenbreit, C., & Hechler, O. (2013). Experimental investigations and numerical modeling of point-fitted glass panes. In ICSA2013 - Conference book. Peer reviewed |
 | Odenbreit, C., Hechler, O., & Jaspart, J.-P. (2013). Analyses of the rotational capacity of composite connections for plastic design. In CSSC VII - book. Peer reviewed |
 | Tibolt, M., Odenbreit, C., & Hechler, O. (2013). Numerical investigation of insulation glass units with undercut point fittings. In European COST Action TU0905 - Book. doi:10.1201/b14563-59 Peer reviewed |
 | Dispersyn, J., Belis, J., Dias, V., & Odenbreit, C. (2013). Determination of the material properties of an epoxy and MS-polymer for adhesive point-fixings. In COST Action TU0905 book. doi:10.1201/b14563-66 Peer reviewed |
 | Joachim, H., Stengel, J., Odenbreit, C., Mensinger, M., Michaeli, W., Däuwel, T., Heppes, O., & Leffer, A. (28 March 2013). 20 Jahre Verbundbauforschung an der Universität Kaiserslautern. Stahlbau, 69 (10), 788--806. doi:10.1002/stab.200002880 Peer Reviewed verified by ORBi |
 | Odenbreit, C. (2013). Newest Developments in Steel and Glass Engineering. Journee Construction Acier 2013. |
 | Carton, J., Scholzen, F., Thomas, S., Odenbreit, C., & Maas, S. (2012). Energy performance assessment of an existing double-skin façade: measurements and simulation. In Energy Forum - Solar Building Skins, 06 - 07 December 2012, Italy (pp. 121-125). |
 | Dias, V., Odenbreit, C., Hechler, O., Scholzen, F., & Ben Zineb, T. (2012). Development of material law for silicone to simulate structural adhesive connections. In Jens Schneider, Bernhard Weller (Ed.), Engineered Transparency Handbook. Peer reviewed |
 | Dias, V., Odenbreit, C., & Hechler, O. (2012). Determination of Adhesives Properties for Non-linear Numerical Simulation of Structural Steel-Glass Connections. In Bos, Louter, Nijsse, Veer (Ed.), Handbook of the Challenging Glass 3 conference (pp. 195-208). Amsterdam, Netherlands: IO Press BV. doi:10.3233/978-1-61499-061-1-195 Peer reviewed |
 | Hechler, O., Tibolt, M., Odenbreit, C., Zilian, A., & Dias, V. (2012). Design concept for point fitting of insulation glass units. In VI International Congress on Architectural Envelopes - Book. Peer reviewed |
 | Odenbreit, C., Osório, P., Van Baars, S., & Vrouwenvelder, T. (2011). Investigations into the Safety Level of Marine Steel Sheet Pile Structures with Consideration of Corrosion. In Proceedings of the 20th Australasian Coastal and Ocean Engineering Conference 2011 and the 13th Australasian Port and Harbour Conference 2011 (pp. 470-475). Red Hook, NY 12517, United States: Curran Associates, Inc. Peer reviewed |
 | Osório, P., Odenbreit, C., Van Baars, S., & Vrouwenvelder, T. (2011). Failure Probability of Marine Steel Sheet Pile Structures with Special Consideration of the Corrosion Impact. OCEANS 2011 IEEE - Spain. doi:10.1109/Oceans-Spain.2011.6003563 Peer reviewed |
 | Osório, P., Odenbreit, C., Greger, M., & Vrouwenvelder, T. (2011). Corrosion effects onto the safety of steel sheet pile walls in marine environment [Paper presentation]. 11th International Conference on Applications of Statistics and Probably in Civil Engineering, Switzerland. |
 | Rodrigues, D., Odenbreit, C., Greger, M., & Zastrau, B. (06 September 2010). Determination of the material shear strength without shear box brittle bonded material [Paper presentation]. Solid Mechanics Conference, Warsaw, Poland. |
 | Fromknecht, S., Odenbreit, C., & Dorka, U. (02 June 2010). Versuche zur Tragfähigkeit von Ankerplatten mit einbetonierten Kopfbolzendübeln in schmalen Stahlbetonstützen. Beton- und Stahlbetonbau, 105 (6), 362--370. doi:10.1002/best.201000016 Peer Reviewed verified by ORBi |
 | Osório, P., Odenbreit, C., & Vrouwenvelder, T. (2010). Structural Reliability Analysis of Quay Walls with Steel Sheet Piles. Reliability Analysis of Quay Walls with Steel Sheet Piles. Peer reviewed |
 | Odenbreit, C., Jaspart, J.-P., & Hahn, C. (2009). Untersuchungen über das Trag-und Dehnungsverhalten des Betongurtes bei Verbundanschlüssen. Stahlbau, 78 (1), 35-41. doi:10.1002/stab.200910004 Peer Reviewed verified by ORBi |
 | Odenbreit, C., & Hahn, C. (2009). Bending Resistant Composite Joints for High Rotation Capacity. Proceedings of IABSE Conference. |
 | Odenbreit, C. (2008). Load-Deformation Behaviour of Shear Studs in Fatigue Loading at Mid-Lifetime. In Reliability, safety and diagnostics of transport structures and means 2008. |
 | Odenbreit, C. (2008). Ramberg Osgood and Manson Coffin Relation for shear studs in fatigue loading. 7th International Conference on Steel Bridges. Peer reviewed |
 | Oke, A., & Odenbreit, C. (2007). Aspects of Steel Structures in Marine Environment including Corrosion Using Eurocode 3 and National Annex. Aspects of Steel Structures in Marine Environment including Corrosion Using Eurocode 3 and National Annex. Peer reviewed |
 | Odenbreit, C., & Fromknecht, S. (2007). Improvement of Load Bearing Capacity in Design of Anchor Plates with Headed Shear Studs in Concrete Columns. 2nd International Symposium on Connections between Steel and Concrete. Peer reviewed |
 | Odenbreit, C., & Dorka, U. (2007). Manson-Coffin- and Ramberg-Osgood relation for headed shear studs in fatigue loading. In Improving Infrastructure Worldwide. Structurae plus. doi:10.2749/weimar.2007.0182 Peer reviewed |
 | Odenbreit, C., & Hahn, C. (2007). Correlation between stiffness of composite connections and adjacent composite beam. 2nd International Symposium on Connections between Steel and Concrete. Peer reviewed |
 | Dorka, U., Fromknecht, S., Maas, S., Odenbreit, C., Scheuern, M., Waldmann, D., & Zurbes, A. (2007). Optimised Anchor Plates [Paper presentation]. 2nd Saar Lor Lux Colloquium in Mechanics, 2007. |
 | Odenbreit, C., & Hahn, C. (2006). Bending Resistant Composite Joints for High Rotation Capacity. Responding to Tomorrow's Challenges in Structural Engineering, 9--16. Peer reviewed |
 | Fromknecht, S., & Odenbreit, C. (2006). Numerical simulation of load flux and crack initiation in reinforced concrete columns with anchor plates and headed shear studs [Paper presentation]. CADFEM User’s Meeting, Stuttgart/Fellbach, Germany. |
 | Odenbreit, C. (2006). Headed Shear Studs in Fatigue Loading - Results of Displacement Controlled Dynamic Tests. International Scientific Conference Proceedings. |
 | Odenbreit, C. (2006). Components of Bolted Composite Joints for High Rotation Capacities [Paper presentation]. University of Luxembourg. |
 | Jost, M., & Odenbreit, C. (18 February 2005). Rechenbeispiel zum Statischen Nachweis von Verbundträgern mit verformbaren, teiltragfähigen Verbundanschlüssen. Stahlbau, 74 (2), 134--141. doi:10.1002/stab.200590005 Peer reviewed |
 | Odenbreit, C. (2005). Fatigue behavior of headed shear studs In Composite Bridges in Steel and Concrete [Paper presentation]. Reliability, Safety and Diagnostics, Czechia. |
 | Jost, M., & Odenbreit, C. (29 July 2004). Ein Rechenmodell zur Berücksichtigung von verformbaren, teiltragfähigen Anschlüssen bei der Berechnung von Stahlverbundträgern. Stahlbau, 73 (7), 495--504. doi:10.1002/stab.200490133 Peer reviewed |
 | ODENBREIT, C., & Bode, H. (1998). Large Span Floor Beams with Web Openings. doi:10.5169/seals-59972 Peer reviewed |