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- W2045733360 abstract "Abstract In this paper, new plate and stiffener beam elements are developed for the nonlinear dynamic analysis of stiffened plate structures subject to blast-type pressure waves. The displacement fields for the elements are represented by polynomial and analytical functions in both in-plane directions and they have been constructed so that only one element per bay or span is required to model the response. Geometric and material nonlinearities are included and the temporal equations are solved by the implicit Newmark beta method with Newton-Raphson sub-iteration. The new formulation has been tested on several numerical examples and the results obtained are compared with other available solutions. The present model is simple, requires much reduced storage and computing time and yet gives results suitable for practical design purposes." @default.
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- W2045733360 date "1991-09-01" @default.
- W2045733360 modified "2023-09-27" @default.
- W2045733360 title "Nonlinear transient response of stiffened plates to air blast loading by a superelement approach" @default.
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- W2045733360 doi "https://doi.org/10.1016/0045-7825(91)90182-6" @default.
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