Two-dimensional generalized finite integral transform method for new analytic bending solutions of orthotropic rectangular thin foundation plates

DOI10.1016/j.aml.2018.12.019zbMath1459.74116OpenAlexW2906778488WikidataQ128685613 ScholiaQ128685613MaRDI QIDQ1739394

Salamat Ullah, Yang Zhong, Chao Zhou, Jinghui Zhang, Rui Li

Publication date: 26 April 2019

Published in: Applied Mathematics Letters (Search for Journal in Brave)

Full work available at URL: http://dspace.imech.ac.cn/handle/311007/78492

zbMATH Keywords

elastic foundationintegral kernelvibrating beam function

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Plates (74K20) Numerical and other methods in solid mechanics (74S99)

Related Items (5)

Thermal buckling analysis of rotationally-restrained orthotropic thin plates utilizing a two-dimensional improved Fourier series approach ⋮ An explicit solution for inelastic buckling of rectangular plates subjected to combined biaxial and shear loads ⋮ A complete symplectic approach for a class of partial differential equations arising from the elasticity ⋮ New analytical free vibration solutions of orthotropic rectangular thin plates using generalized integral transformation ⋮ Buckling analysis of functionally graded plates subjected to combined in-plane loads

Cites Work

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• Benchmark bending solutions of rectangular thin plates point-supported at two adjacent corners
• Integral transform solution for the lid-driven cavity flow problem in streamfunction-only formulation
• Thermoelastic analysis of bending problems in FGM plates

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