A degenerate triangular shell element with constant cross-sectional warping
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Publication:3766960
DOI10.1016/0045-7949(88)90071-5zbMath0629.73068OpenAlexW1968069327MaRDI QIDQ3766960
Publication date: 1988
Published in: Computers & Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0045-7949(88)90071-5
convergencecross-sectional warpingtransverse inextensibilityC(sup 0) elementconstant transverse shear deformationdegenerate curved general triangular elementdisplacement potential energy approachmoderately thick shellsquadratic triangleReissner-Mindlin hypothesistwo Gauss quadrature schemes
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Stress concentration/intensity around elliptical/circular cylinder shaped surface flaws in cross-ply plates and validity of St. Venant's principle in the presence of interacting singularities ⋮ On analytical solutions to boundary-value problems of doubly-curved moderately-thick orthotropic shells ⋮ Unnamed Item ⋮ A quadratic assumed natural strain curved triangular shell element ⋮ A combined FEM and three-dimensional asymptotic solution based analysis on stress concentration/intensity around elliptical/circular cylinder shaped surface flaws in stretched plates
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