Abstract
The steel plate-concrete (SC) composite slabs usually undergo large deformation under impact loading. To prevent early failure of the connectors and further improve the energy dissipation capacity, a novel kinked rebar connector (KR connector) is proposed for SC slabs. Pendulum impact tests on six specimens and numerical simulation are carried out to reveal the dynamic response and failure modes of KR-SC slabs with varying connector bending angles, diameters, and layout spacing. The results show that the finite element model can well predict the dynamic response of the KR-SC slabs under impact. The KR-SC slab reaches the best energy dissipation capacity at a connector bending angle of 45°.
Published Version
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
