Knowledge Agora



Similar Articles

Title Demountable composite beams for a circular economy: Large-scale beam tests
ID_Doc 2897
Authors Kozma, A; Yang, J; Ahmad, A; Odenbreit, C
Title Demountable composite beams for a circular economy: Large-scale beam tests
Year 2024
Published Steel Construction-Design And Research, 17, 1
Abstract 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.
PDF

Similar Articles

ID Score Article
4351 Lam, D; Dai, XH; Ashour, AF; Rehman, N Composite Structures In The Circular Economy(2016)
21060 Kozma, A; Odenbreit, C; Braun, MV Characterisation Of Demountable Shear Connector Systems In Composite Beams(2019)
6823 Lam, D; Dai, XH; Ashour, A; Rahman, N Recent research on composite beams with demountable shear connectors(2017)Steel Construction-Design And Research, 10, 2
17989 Coelho, AMG; Lawson, RM; Aggelopoulos, ES Optimum use of composite structures for demountable construction(2019)
6653 Kozma, A; Odenbreit, C; Braun, MV; Veljkovic, M; Nijgh, MP Push-out tests on demountable shear connectors of steel-concrete composite structures(2018)
14973 Nijgh, MP; Gîrbacea, IA; Veljkovic, M Elastic behaviour of a tapered steel-concrete composite beam optimized for reuse(2019)
22373 Kozma, A; Odenbreit, C; Braun, MV; Veljkovic, M; Nijgh, MP Push-out tests on demountable shear connectors of steel-concrete composite structures(2019)
12691 Király, K; Dunai, L Experimental Study of Novel Demountable Shear Connectors for Steel-concrete Composite Buildings(2024)Periodica Polytechnica-Civil Engineering, 68.0, 2
15397 Romero, A; Odenbreit, C Innovative demountable steel-timber composite (STC) beams: Experimental full-scale bending tests(2024)
29653 Nijgh, MP; Veljkovic, M A static and free vibration analysis method for non-prismatic composite beams with a non-uniform flexible shear connection(2019)
Scroll