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• W2055920237 abstract "A six-node triangular C 0 plate element is developed using the assumed strain method. A weak form of the Kirchhoff constraints is used to define the assumed shear strain field. The element so developed is free of shear locking and performs well even when the element boundaries are curved. It is demonstrated that the element provides satisfactory results in the analysis of various composite plates." @default.
• W2055920237 created "2016-06-24" @default.
• W2055920237 creator A5052175084 @default.
• W2055920237 creator A5057602544 @default.
• W2055920237 date "1993-06-01" @default.
• W2055920237 modified "2023-09-27" @default.
• W2055920237 title "Finite element analysis of composite plates using a weak form of the Kirchhoff constraints" @default.
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• W2055920237 doi "https://doi.org/10.1016/0168-874x(93)90057-w" @default.
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