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The upper bound on the collapse load of plate bending by using a quasi- conforming element and the Monte Carlo method

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Publication:1261561
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DOI10.1016/0168-874X(93)90007-DzbMath0776.73067OpenAlexW1975551326MaRDI QIDQ1261561

Limin Tang, He-xiang Lü, Xiao-Ling Wang

Publication date: 5 December 1993

Published in: Finite Elements in Analysis and Design (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0168-874x(93)90007-d


zbMATH Keywords

universal velocity pattern


Mathematics Subject Classification ID

Monte Carlo methods (65C05) Plates (74K20) Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05)


Related Items (1)

Nonlinear formulations of a four-node quasi-conforming shell element







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