BUCKLING ANALYSIS OF PLANAR FRAMEWORKS USING THE QUADRATURE ELEMENT METHOD

DOI10.1142/S0219455411004130zbMath1271.74078MaRDI QIDQ2846069

Hao Yu, Hongzhi Zhong, Run Zhang

Publication date: 5 September 2013

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

bucklingframeworkdifferential quadratureweak formquadrature element method

Mathematics Subject Classification ID

Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of equilibrium problems in solid mechanics (74G10) Numerical approximation of solutions of equilibrium problems in solid mechanics (74G15)

Related Items

Weak form quadrature element analysis of planar slender beams based on geometrically exact beam theory ⋮ Buckling Analysis of Mindlin Plates Under the Green–Lagrange Strain Hypothesis ⋮ Buckling analysis of shear deformable plates using the quadrature element method ⋮ Weak-form differential quadrature finite elements for functionally graded micro-beams with strain gradient effects ⋮ A novel weak form quadrature element for gradient elastic beam theories ⋮ Strain gradient differential quadrature Kirchhoff plate finite element with the \(C^2\) partial compatibility

Cites Work

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• Thep-Version of the Finite Element Method