A simple and efficient curved beam element for the linear and non-linear analysis of laminated composite structures
DOI10.1016/0045-7949(88)90372-0zbMath0638.73030OpenAlexW2005906684MaRDI QIDQ3779835
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)90372-0
rotationsdisplacementsframe structureshybrid modelupdated Lagrangianlarge elastic deformationsvariational theorem due to Hellinger and Reissnermixed elementgeometrically nonlinear problemcurved, two-noded beam finite elementinter-element continuous trail functions for approximation of displacement fieldlaminated anisotropic structurespre- and post-buckling
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