Affiliation:
1. Department of Civil and Environmental Engineering, Imperial College, London, UK
Abstract
Using normality theory and a simplified beam model, a theoretical method is built up to evaluate the relationship between the central deflection of a corrugated panel and external uniformly distributed pressure load. The interaction between the bending moment and the membrane force in the panel is included, as well as the influence of connections. This theoretical model is calibrated against finite element analyses. The results show encouraging agreement.
Subject
Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Modelling and Simulation
Cited by
4 articles.
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