1. Analysis of steel-concrete-steel sandwich plate structure
- Author
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Deepak Singh and Preeti Agarwal
- Subjects
Materials science ,business.industry ,Composite number ,Isotropy ,Structural engineering ,Finite element method ,law.invention ,Deflection (engineering) ,law ,von Mises yield criterion ,Workbench ,Boundary value problem ,Hydrostatic equilibrium ,business - Abstract
The static behaviour of steel-concrete-steel sandwich plates is studied in this paper. Uniformly distributed and hydrostatic loads are applied on the plates. Two types of boundary conditions, clamped and simply supported on all edges, are considered. ANSYS Workbench 14.0, a finite element tool, is used for modelling and analysis of the sandwich plates. The sandwich plate results are compared with the results of isotropic steel plate. Maximum deflection and von Mises stress are computed on the sandwich plates. In actual condition, different steel connectors are used to make a bond between steel and concrete. But, due to the complexity in the analysis, the connectors are not modelled explicitly in the present study, and the bond between the two materials is established numerically. Considering the economy, the steel plate may be replaced with the steel-concrete-steel sandwich plate in many applications. Some of the applications of sandwich plate includes, building walls, offshore decks, tunnels, bridge decks, nuclear structure walls, etc. In the present study, the effectiveness of the plate having newer sandwich material, i.e., steel and composite, is checked based on the different loadings and boundary conditions. The results of the present study may be beneficial for the engineers/practitioners who deals in sandwich plates.
- Published
- 2022
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