Higher-order theories for symmetric and unsymmetric fiber reinforced composite beams with \(C^ 0\) finite elements

DOI10.1016/0168-874X(90)90022-7zbMath0726.73076OpenAlexW1997898716MaRDI QIDQ802940

B. S. Manjunatha, Tarun Kant

Publication date: 1990

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(90)90022-7

zbMATH Keywords

sandwich beamscomputer algorithmC(sup 0) elementsfour-noded Lagrangian cubic elementfour, five and six degrees of freedom per nodeisoparametric finite element formulationkinematic modelsmultilayered compositeprediction of transverse interlaminar stressesset of higher-order displacement modelssinusoidal loading

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30)

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