Small-scale test and analysis of corrugated-steel-plate–concrete composite member adopting novel shear connectors
Engineering Structures（2019）
Abstract
•The inverted umbrella connector exhibits almost the same capacity as stud connector.•Support condition in push tests strongly affects the behavior of shear connectors.•Concrete failure dominates in corrugated-steel-plat–concrete composite members.•Proper nonlinear implicit dynamic FE model is feasible simulating CSPC members.
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Key words
Corrugated steel plate,Composite member,Small-scale test,Novel shear connector,Finite element analysis,Shear resistance,Parametric analysis
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