Prof. Dr. Christoph Odenbreit
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| Faculté ou Centre | Faculté des Sciences, des Technologies et de Médecine | ||||||
| Department | Département Ingénierie | ||||||
| Adresse postale |
Université du Luxembourg Maison du Nombre 6, Avenue de la Fonte L-4364 Esch-sur-Alzette |
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| Bureau sur le campus | MNO, E04 0435-110 | ||||||
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| Téléphone | (+352) 46 66 44 5282 | ||||||
Professional Career
- Since Apr 2011: Grant holder, ArcelorMittal Chair of Steel Construction
- Since Apr 2002: Adjunct Professor at „Schule für Architekur Saar, Hochschule für Technik und Wirtschaft des Saarlandes (HTW Saarland)
- Since 2006: Professor in Civil Engineering. University of Luxembourg, Laboratory of Steel and Composite Structures
- Since Sep 2003: Assistant Professor in Civil Engineering, University of Luxembourg, Laboratory of Steel and Composite Structures
- May 2000 - Jul 2003: Project Engineer, Geber & Müller Consulting Engineers and Checking Engineers, St. Wendel, Germany
- Jan 2000 - May 2000: Project Engineer, Ove Arup & Partners, Germany and UK
- Feb 1996 - Dec 1999: PhD Candidate, Technische Universität Kaiserslautern, Department of Steel and Composite Structure
- Sep 1993 - Jan 1996: Project Engineer, Ove Arup & Partners, Germany and UK
- Oct 1987 - Aug 1993: Civil Engineering Studies, TU Kaiserslautern, Track “Structural Engineering”
Additional activities and qualifications
- Since 2021: Participation at the “Petite maison” of Uni Luxembourg for Esch22 (PETITE MAISON)
- Since Oct 2004: Member of the International Association of Bridge and Structural Engineering (IABSE)
- Since Jan 2004: National Delegate of Luxembourg at the European Committee for Standardization (CEN) in CEN/TC 250/SC4 (Design of Composite Steel and Concrete Structures)
- Since Jan 2004: National Delegate of Luxembourg at the European Committee for Standardization (CEN) in CEN/TC 250/SC3 (Design of Steel Structures)
- Mai 1997 – Feb 1998: Schweißfachingenieur / European Welding Engineer (SLV Saarland)
Awards
- Dec 2021: DSSE Excellent Thesis Award for Valentino Vigneri
- Nov 2021: Eduardo de Arantes e Oliveira Award of the CMM XIII Conference of steel and composite structures for Christoph Odenbreit/Jie Yang/Andras Kozma/Alfredo Romero
- Mar 1992: Schinkel-Preis, Architekten- und Ingenieurverein (AIV), Entwurf & Konstruktion eines Sportstadions
- Oct 1992: Preis der Bauhütte der Pfalz
Last updated on: vendredi 03 décembre 2021
2022
A NEW CONCEPT AND ALGORITHM TO TRANSFER BRITTLE AND ARBITRARY LOAD-SLIP CURVES INTO AN EFFECTIVE SHEAR RESISTANCE SUITABLE FOR EUROCODE 4; ; ;
in JOURNAL OF THEORETICAL AND APPLIED MECHANICS (2022), 60(4), 705-718
Discussion of an algorithm to transfer arbitrary shear connector load-slip curves into an effective shear resistance; ;
in Kolloquiumsband - 23 DASt-Forschungskolloquium (2022, February 22)
A Reusable Structural System Fit for Geometrical Standardisation and Serial Production; ; ;
in ce/papers (2022, August 31)
Design models for predicting the resistance of headed studs in profiled sheeting; ; ;
in Steel and Composite Structures (2022), 42(5), 633-647
2021
Luxembourg 2050 - Prospects for a Regenerative City Landscape : Report Phase 2; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ;
Report (2021)
Luxembourg 2050 - Prospects for a Regenerative City-Landscape - Report Phase 2; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ;
Report (2021)
Luxembourg 2050 - Prospects for a Regenerative City Landscape : Report Phase 1; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ;
Report (2021)
Effective bending stiffness of steel-concrete composite columns with multiple encased steel profiles; ; ; ;
in Journal of constructional steel research (2021), 181
Resistance of a new type of flat shear connectors dedicated to composite columns; ; ; ;
in Proceedings of ICMS (2021, June 16)
Numerical study on the revised rules for minimum degree of shear connection in propped and unpropped steel-concrete composite beams;
in Proceedings of ICMS (2021, June 16)
A Reusable Structural System Fit for Geometrical Standardisation and Serial Production; ; ;
in Proceedings of the XIII Steel and Composite Construction Conference (2021, November 25)
Numerical Investigation of Steel-LVL Timber Composite Beams; ; ;
in Proceedings of the XIII Steel and Composite Construction Conference (2021, November 25)
Etude experimentale et numerique du comportement mecanique d'une solution innovante de pourte mixte Acier-Beton en forme de U; ; ;
in Revue construction métallique (2021), 1
Modified strut and tie model of headed stud shear connectors in open trough profiled sheeting for predicting the post cracking load bearing resistance; ; ;
in ce/papers (2021), 4(2-4), 627-634
Numerical study on design rules for minimum degree of shear connection in propped steel-concrete composite beams; ;
in Engineering Structures (2021), 241
2020
Demountable and reusable construction system for steel-concrete composite structures;
in Odenbreit, Christoph; Kozma, Andras (Eds.) Demountable and reusable construction system for steel-concrete composite structures (2020, October 30)
Investigation on the flexural behavior of an innovative U shaped steel concrete composite beam; ; ;
in Steel and Composite Structures (2020), 34(3), 441--452
2019
Megacolumns with several reinforced steel profiles – experimental and numerical investigations; ;
in Structures (2019), 21
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) (2019)
Transfer of shear stresses at steel-concrete interface – Experimental tests and literature review; ; ; ;
in Steel Construction (2019), 12(1), 44-54
Characterisation of demountable shear connector systems in composite beams; ;
Scientific Conference (2019, July 04)
Push-out tests on demountable shear connectors of steel concrete composite structures; ; ; ;
in Structures (2019), 21
Characterisation of a new flat mechanical shear connection mean for steel-concrete composite columns; ; ; ;
in Structures (2019)
Demountable Precast Concrete Systems;
in Reduce, reuse and demountability using steel structures and the circular economy (2019, October 08)
Parametric study on non-ductile demountable shear connectors;
in ce/papers (2019, September), 3(3-4), 283-288
Dismountable Flooring Systems for Multiple Use;
in IOP Conference Series: Earth and Environmental Science (2019, February), 225
Equations to predict the shear connection capacity of composite beams with slender profiled steel sheeting; ;
Scientific Conference (2019, July)
Measuring mode I fracture properties of thick-layered structural silicone sealants; ; ; ;
in International Journal of Adhesion and Adhesives (2019), 91
Different load‐bearing mechanisms in headed stud shear connections in composite beams with profiled steel sheeting; ;
in ce/papers (2019, September), 3(3-4), 231-236
Different load bearing mechanisms in headed stud shear connectors for composite beams with profiled steel sheeting; ;
in Steel Construction (2019), 12(3), 184-190
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 (2018, June)
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 (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 (2018, June 27)
Reuse and Demountability Using Steel Structures and the Circular Economy;
Scientific Conference (2018, February 26)
Neues Bemessungsmodell für Kopfbolzendübel in Kombination mit hohen Trapezblechprofilen; ; ; ;
Scientific Conference (2018, August 31)
New mechanical model to predict the load bearing resistance of shear connectors with modern forms of profiled sheeting; ; ; ;
Scientific Conference (2018)
Failure behaviour of silicone adhesive in bonded connections with simple geometry; ;
in International Journal of Adhesion and Adhesives (2018), 82
Numerical study on the load bearing capacity of a steel U section beam used as a formwork in constrcution stage; ; ;
Scientific Conference (2018, September 05)
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 (2018)
2017
Numerical simulation of the load bearing behaviour of concrete dowels in slim-floor construction – CoSFB; ;
in Eurosteel 2017 (2017, September 13)
Development of an innovative type of shear connection dedicated to the composite columns application; ;
Poster (2017, September 13)
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 (2017, November)
Experimental investigations on semi-continuous encased composite joints; ;
in Eurosteel 2017 (2017, September 13)
Development of a new push test for Eurocode 4; ;
in 8th International Conference on Composite Construction in Steel and Concrete (2017, July 30)
Serviceability performance of steel–concrete composite beams; ; ; ;
in Proceedings of the Institution of Civil Engineers : Structures and Buildings (2017), 170(2), 98--114
Shear Connections in Composite Flexural Members of Steel and Concrete; ; ; ; ; ; ; ; ; ; ; ; ;
Report (2017)
Short-span composite beam tests to evaluate stud resistances; ; ; ;
in Proceedings of the Institution of Civil Engineers. Structures and Buildings (2017)
Influence of transverse loading onto push-out tests with deep steel decking; ; ;
in Journal of Constructional Steel Research (2017), 128
Steel and Composite Structural Building Elements for a Circular Economyin Steel and Composite Structural Building Elements for a Circular Economy (2017, November 07)
Mechanical Model to Predict the Resistance of the Shear Connection in Composite Beams with Deep Steel Decking;
in Eurosteel 2017 (2017, September 13)
Mechanical model to predict the resistance of the shear connection in composite beams with deep steel decking;
in Steel Construction (2017), 10(3), 248-253
Silicone sealants: A Finite Fracture Mechanics failure model for non-linear materials; ; ; ;
in 14th International Conference on Fracture (ICF 14) (2017, June)
2016
MultiCoSteel – Structural Behaviour of Heavy Composite Columns with Multiple Encased Steel Profiles for High Rise Buildings; ;
Conference given outside the academic context (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; ; ;
in Steel Construction (2016), 9(1), 1-15
Investigation of hybrid steel-glass beams with adhesive silicone shear connection;
in Steel Construction (2016), 9(3), 207-221
Numerical simulation and Identification of the Failure Criterion for Structural Silicone; ;
Speeches/Talks (2016)
Investigation of Bonded Connections with Silicone under Shear Loading; ;
in Bos, Freek; Louter, Christian; Belis, Jan (Eds.) Challenging Glass 5 - Conference on Architectural and Structural Applications of Glass, Ghent, 16 & 17 June 2016 (2016, June 16)
2015
Analyses of the loadbearing behaviour of deep-embedded concrete dowels, CoSFB; ;
in Steel Construction (2015), 8(3), 167-173
Early-Stage Assessment for Office Buildings concerning thermal comfort , energy efficiency amd sustainabilty; ;
in 14th International Building Simulation Conference BS 2015 (2015, December)
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 (2015, September)
Dynamic Thermal Simulations for Developing Early-Stage Assessments for Office Buildings; ;
in EPFL scientific publications (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 (2015, July)
Push out test of novel deep steel decking-failure modes and influence of transversal loading; ; ;
in Association for Steel-Concrete Composite Structures (2015, December 03)
The stress peak at the borehole of point-fitted IGU with undercut anchors;
in Journal of Facade Design and Engineering (2015), 2(1-2), 33-66
2014
CoSFB – Design and Application of a New Generation of Slim-Floor Construction; ; ;
in 7th European Conference on Steel and Composite Structures (Eurosteel) (2014)
Development of a constitutive material law for silicone material and its implementation into Abaqus software;
Presentation (2014, June 24)
Development of a constitutive hyperelastic material law for numerical simulations of adhesive steel–glass connections using structural silicone; ; ; ;
in International Journal of Adhesion and Adhesives (2014), 48
Push-out tests with modern deck sheeting to evaluate shear connector resistances; ; ;
in Eurosteel 2008, 7th European Conference on Steel and Composite Structures (2014)
Push-out tests with modern deck sheeting and realistic transverse loading; ;
in 12th International Conference on Steel, Space & Composite Structures (2014, May)
Investigation of the material behaviour of bonded connections with silicone; ;
in Schneider, Jens; Weller, Bernhard (Eds.) engineered transparency. International Conference at glasstec - Glass | Facade | Energy (2014)
Extended Load Model for Point Fitted Insulating Glass Units;
Scientific Conference (2014, September 03)
Analytical extension of a climate load model for undercut point fitted IGU; ;
in Louter, Christian; Bos, Freek; Belis, Jan; Lebet, Jean-Paul (Eds.) Challenging Glass 4 & COST Action TU0905 Final Conference (2014)
2013
Determination of the material properties of an epoxy and MS-polymer for adhesive point-fixings; ; ;
in COST Action TU0905 book (2013, April)
20 Jahre Verbundbauforschung an der Universität Kaiserslautern; ; ; ; ; ; ;
in Stahlbau (2013), 69(10), 788--806
Innovative conception and design of structural systems for flexible floor spaces; ;
in ICSA2013 - Conference book (2013, July)
Analyses of the rotational capacity of composite connections for plastic design; ;
in CSSC VII - book (2013, July)
Experimental investigations and numerical modeling of point-fitted glass panes; ;
in ICSA2013 - Conference book (2013, July)
Numerical investigation of insulation glass units with undercut point fittings; ;
in European COST Action TU0905 - Book (2013, April)
2012
Energy performance assessment of an existing double-skin façade: measurements and simulation; ; ; ;
in Energy Forum - Solar Building Skins, 06 - 07 December 2012, Italy (2012, December)
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 (2012, June)
Development of material law for silicone to simulate structural adhesive connections; ; ; ;
in Jens Schneider, Bernhard Weller (Ed.) Engineered Transparency Handbook (2012, October)
Design concept for point fitting of insulation glass units; ; ; ;
in VI International Congress on Architectural Envelopes - Book (2012, June)
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 (2011, October)
Corrosion effects onto the safety of steel sheet pile walls in marine environment; ; ;
Scientific Conference (2011)
Failure Probability of Marine Steel Sheet Pile Structures with Special Consideration of the Corrosion Impact; ; ;
in OCEANS 2011 IEEE - Spain (2011, June 06)
2010
Versuche zur Tragfähigkeit von Ankerplatten mit einbetonierten Kopfbolzendübeln in schmalen Stahlbetonstützen; ;
in Beton- und Stahlbetonbau (2010), 105(6), 362--370
Structural Reliability Analysis of Quay Walls with Steel Sheet Piles; ;
in Reliability Analysis of Quay Walls with Steel Sheet Piles (2010)
Determination of the material shear strength without shear box brittle bonded material; ; ;
Scientific Conference (2010, September 06)
2009
Bending Resistant Composite Joints for High Rotation Capacity.;
in Proceedings of IABSE Conference (2009)
Untersuchungen über das Trag-und Dehnungsverhalten des Betongurtes bei Verbundanschlüssen; ;
in Stahlbau (2009), 78(1), 35-41
2008
Load-Deformation Behaviour of Shear Studs in Fatigue Loading at Mid-Lifetimein Reliability, safety and diagnostics of transport structures and means 2008 (2008, September 25)
Ramberg Osgood and Manson Coffin Relation for shear studs in fatigue loadingin 7th International Conference on Steel Bridges (2008)
2007
Manson-Coffin- and Ramberg-Osgood relation for headed shear studs in fatigue loading;
in Improving Infrastructure Worldwide (2007)
Improvement of Load Bearing Capacity in Design of Anchor Plates with Headed Shear Studs in Concrete Columns;
in 2nd International Symposium on Connections between Steel and Concrete (2007)
Correlation between stiffness of composite connections and adjacent composite beam;
in 2nd International Symposium on Connections between Steel and Concrete (2007)
Aspects of Steel Structures in Marine Environment including Corrosion Using Eurocode 3 and National Annex;
in Aspects of Steel Structures in Marine Environment including Corrosion Using Eurocode 3 and National Annex (2007)
2006
Headed Shear Studs in Fatigue Loading - Results of Displacement Controlled Dynamic Tests.in International Scientific Conference Proceedings (2006)
Bending Resistant Composite Joints for High Rotation Capacity;
in Responding to Tomorrow's Challenges in Structural Engineering (2006)
2005
Rechenbeispiel zum Statischen Nachweis von Verbundträgern mit verformbaren, teiltragfähigen Verbundanschlüssen;
in Stahlbau (2005), 74(2), 134--141
2004
Ein Rechenmodell zur Berücksichtigung von verformbaren, teiltragfähigen Anschlüssen bei der Berechnung von Stahlverbundträgern;
in Stahlbau (2004), 73(7), 495--504
| URL: https://wwwfr.uni.lu/recherche/fstm/doe/members/christoph_odenbreit | Date: dimanche 04 juin 2023 13:24:31 |