Finite Element Analysis on Profiled Steel Sheet and Concrete Composite Slab

Abstract:

This paper adopts the ANSYS software to establish the profiled steel sheet and concrete composite slab finite element model. Numerical simulation is made to the composite slab in the whole process from initial loading to loading failure with reasonable Stimulation material and constitutive relations. The result of the calculation shows that promoting the strength of the concrete can largely promote the bearing capacity of the concrete, and the influence of the strength grade of the profiled steel sheet to the bearing capacity of the composite slab is smaller. The experimental result and test result accord well, testifying the reasonability of the established finite element and provide new method and way for simulating the load bearing process of composite slab.

• Periodical: Applied Mechanics and Materials (Volumes 94-96)
• Pages: 500-503
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.94-96.500
• Online since: September 2011
• Authors: Li Liu, Ji Bin Yi, Fang Wang
• Keywords: Bearing Capacity, Composite Slab, Finite Element Analysis (FEA), Profiled Steel Sheet Slab

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