circular economy; composite structures; demountable composite beam; demountable shear connectors; experimental tests; Beam tests; Circular economy; Composite beam; Composites structures; Demountable composite beam; Demountable shear connector; Experimental test; Large-scales; Shear connector; Shear studs; Civil and Structural Engineering; Building and Construction; Mechanics of Materials; Metals and Alloys
Résumé :
[en] The circular economy approach has been introduced to the construction sector to design out waste, reduce carbon emissions and energy use in production of primary materials and achieve resource efficiency. ‘Design for deconstruction’ is increasingly important for a sustainable economy, especially for composite structure that is deemed as resource-efficient in the first cycle of use. With this background, research has been conducted to facilitate the use of demountable composite beams in steel-framed structures. This article presents the results of two 6 m full-scale composite beam tests with prefabricated composite slabs. Demountable shear connectors were used, which have been newly developed within the frame of an EU project. The nominal degree of shear connection of the composite beam specimens was 0.37, which was slightly below the required 0.4 specified in EN1994-1-1 for welded shear studs. Based on the experimental observations, it can be demonstrated that (1) the tested demountable composite beam produced higher resistance but lower stiffness values than a comparable reference composite beam with welded shear studs; (2) the beam specimens showed a good plastic behaviour with high ductility despite the non-ductile nature of the applied demountable shear connectors. Remarks on the demountability of the developed demountable composite beams are provided.
Disciplines :
Ingénierie civile
Auteur, co-auteur :
KOZMA, Andras ; University of Luxembourg > Faculty of Science, Technology and Medicine > Department of Engineering > Team Christoph ODENBREIT
YANG, Jie ; University of Luxembourg > Faculty of Science, Technology and Medicine > Department of Engineering > Team Christoph ODENBREIT ; ArcelorMittal, Global Research and Development, Luxembourg Europe, Luxembourg
AHMAD, Adil ; University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE)
ODENBREIT, Christoph ; University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE)
Co-auteurs externes :
no
Langue du document :
Anglais
Titre :
Demountable composite beams for a circular economy: Large-scale beam tests. (LAJ23.C)
The research leading to these results is a part of a common project of the Steel Construction Institute LBG, University of Luxembourg, University of Bradford, Lindab S. A., Tata Steel IJmuiden BV, Stichting Bouwen met Staal, Delft University of Technology and AEC3 LTD. The project was supported by the Research Fund for Coal and Steel [grant no. 710040, 2016].Among the aforementioned pieces of research work, the project REDUCE (funded by the Research Fund for Coal and Steel (RFCS) of the European Commission) [ 15 ] has provided a holistic approach and guidance on the design for deconstruction of steel‐concrete composite structures in commercial and residential buildings. A respective design guidance on the demountable composite construction systems for UK practice [ 16 ] has been published based on the findings of REDUCE. One objective of the research work was to assess the composite action of the newly developed demountable shear connectors in push‐out and full‐scale beam tests, observe the modes of failure and obtain the respective structural behaviour at ultimate limit state. The demountable shear connection also allows for the replacement of bolts, should any bolt be damaged. Two experimental tests on full‐scale demountable composite beams are presented. Remarks on the demountability of the system are also provided.The research leading to these results is a part of a common project of the Steel Construction Institute LBG, University of Luxembourg, University of Bradford, Lindab S. A., Tata Steel IJmuiden BV, Stichting Bouwen met Staal, Delft University of Technology and AEC3 LTD. The project was supported by the Research Fund for Coal and Steel [grant no. 710040, 2016].
Dallam, L. N. (1968) High strength bolt shear connectors – pushout tests. ACI Journal 65, pp. 767–769.
Marshall, W.; Nelson, H.; Banerjee, H. K. (1971) An experimental study of the use of high strength friction-grip bolts as shear connectors in composite beams. The Structural Engineer 49, No. 4, pp. 171–178.
Lam, D.; Dai, X. (2013) Demountable shear connectors for sustainable composite construction. Advances in Structural Engineering and Mechanics (ASEM13), Jeju, Korea, Sept. 8–12.
Lam, D. et al. (2019) Development of composite floor system for a circular economy. Advances in Structural Engineering and Mechanics (ASEM19), Jeju Island, Korea, Sept. 17–21.
Ataei, A.; Bradford, M. A.; Liu, X. (2014) Sustainable Composite Beams and Joints with deconstructable bolted shear. 23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23), Byron Bay, Australia, December 9–12
Ataei, A.; Bradford, M. A.; Valipour, R. H.; Liu, X. (2016) Experimental study of sustainable high strength steel flush end plate beam-to-column composite joints with deconstructable bolted shear connectors. Engineering Structures 123, pp. 124–140.
Liu, X.; Bradford, M. A.; Ataei, A. (2017) Flexural performance of innovative sustainable composite steel-concrete beams. Engineering Structures 130, pp. 282–296.
Kwon, G.; Engelhardt, M. D.; Klingner, R. E. (2010) Behavior of post-installed shear connectors under static and fatigue loading. Journal of Constructional Steel Research 66, No. 4, pp. 532–541.
Pavlović, M. (2013) Resistance of Bolted Shear Connectors in prefabricated steel-concrete composite decks [PhD thesis]. Belgrade: University of Belgrade.
Suwaed, A. S. H.; Karavasilis, T. L. (2017) Experimental evaluation of a novel demountable shear connector for accelerated repair or replacement of precast steel-concrete composite bridges. EUROSTEEL 2017, Copenhagen, Denmark, Sept. 15–17.
Ban, H. et al. (2015) Time-dependent behaviour of composite beams with blind bolts under sustained loads. Journal of Constructional Steel Research 112, pp. 196–207.
Pathirana, S. W.; Uy, B.; Mirza, O.; Zhu, X. Flexural behaviour of composite steel-concrete beams utilising blind bolt shear connectors. Engineering Structures 114, pp. 181–194.
Uy, B.; Patel, V.; Li, D.; Aslani, F. (2017) Behaviour and design of connections for demountable steel and composite structures. Structures 9, pp. 1–12.
Nijgh, M. P.; Xin, H.; Veljkovic, M. (2018) Non-linear hybrid homogenization method for steel-reinforced resin. Construction and Building Materials 182, pp. 324–333.
European Commission, Directorate-General for Research and Innovation (2020) Reuse and demountability using steel structures and the circular economy (REDUCE), Final report, Project No. 710040. Brussels.
Lawson, R. M.; Girao, A.; Lam, D.; Yang, J. (2020) Guidance on demountable composite construction systems for UK practice (P428). Ascot, UK: The Steel Construction Institute.
European Commission, Directorate-General for Research and Innovation (2017) Development of improved shear connection rules in composite beams (DISCCO), Final Report, Project No. RFCS-CT-2012-00030. Brussels.
Tata Steel UK Limited (2017) ComFlor® manual. London. https://www.tatasteeleurope.com/sites/default/files/ComFlor%20manual.pdf [last access: 25. May 2023].
Nellinger, S. (2015) On the behaviour of shear stud connections in composite beams with deep decking [PhD Dissertation]. Luxembourg: University of Luxembourg.
Köster & Co. GmbH (2006) KÖCO SD, DIN EN ISO 13918/ETA-03/0039 Shear connectors, Ennepetal, Germany. https://koeco.net/media/pages/produkte/kopfbolzen-sd/3ebf19d5d0-1684162043/sd-kopfbolzen.pdf [last access: 25. May 2023].
Kozma, A. et al. (2019) Push-out tests on demountable shear connectors of steel-concrete composite structures. Structures 21, pp. 45–54, https://doi.org/10.1016/j.istruc.2019.05.011
Kozma, A. S. (2020) Demountable composite beams: Analytical calculation approaches for shear connections with multilinear load-slip behaviour [PhD Thesis]. Luxembourg: University of Luxembourg.
EN1994-1-1 (2004) Eurocode 4: Design of composite steel and concrete structures – Part 1-1: General rules and rules for buildings.
Joint Committee on Structural Safety (JCSS) (2002) Probabilistic model code, Part 3 – Material Properties, ISBN 978–3-909386-79-6.
EN1992-1-1 (2004) Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings.
EN 1090–2 (2008) Execution of steel structures and aluminium structures – Part 2: Technical requirements for steel structures.