Chapter
Apr 4, 2017
Structural Behaviour of Demountable HSS Semi-Rigid Composite Joints with Precast Concrete Slabs
Authors: Abdolreza Ataei [email protected], Mark A. Bradford [email protected], and Hamid R. Valipour [email protected]Author Affiliations
Publication: Structures Congress 2017
Abstract
This paper investigates the structural behaviour of an innovative beam-to-column composite semi-rigid joint with deconstructable post-installed friction-grip bolted shear connectors and Grade S690 high strength steel flush end plates. Non-linear continuum-based finite element models are developed and validated against the results of four full-scale laboratory tests of this innovative joint. The validated finite element models are used for conducting an extensive parametric study in which the effects of the reinforcement ratio, thickness of the precast concrete slab, degree of shear connection, size of the bolts in the connection zone and thickness of the flush end plate on the structural behaviour of a composite joint with deconstructable post-installed friction-grip bolted shear connectors and Grade S690 high strength steel flush end plates are investigated.
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Published In
Structures Congress 2017
Pages: 168 - 178
Copyright
© 2017 American Society of Civil Engineers.
History
Published online: Apr 4, 2017
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Authors
Affiliations
Research Associate, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia. E-mail: [email protected]
Scientia Professor and Australian Laureate Fellow, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia. E-mail: [email protected]
Associate professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.