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- W2025029083 abstract "Abstract Numerous researchers have performed large deflection elasto-plastic finite element analysis of stiffened plate structures, using plate elements which employed various iterative/incremental procedures for nonlinear analysis. However, such analysis always requires a large number of plate elements, which become a heavy burden on the computer in terms of computation time and disk storage. Fortunately, the problem can be reduced by employing the one-dimensional version of plate elements to simulate the stiffeners of stiffened plate structures. This type of element has been developed in the present study, by employing the multi-layer approach which allows yielding at different levels of the plate element. Special care has been taken to avoid the “self-straining” problem of plate elements. Moreover, an improved iterative/incremental procedure has been proposed to establish a more reliable and accurate solution. The results obtained by employing this element type for a test example are found to be in good agreement with those obtained by other authors using traditional large deflection elasto-plastic finite element analysis." @default.
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- W2025029083 title "Development of a simplified plate element for large deflection elasto-plastic finite element analysis" @default.
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- W2025029083 doi "https://doi.org/10.1016/0045-7949(96)00022-3" @default.
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