Integral transform solutions to the bending problems of moderately thick rectangular plates with all edges free resting on elastic foundations

From MaRDI portal
Publication:1634976

DOI10.1016/j.apm.2014.05.012zbMath1428.74144OpenAlexW2015109645MaRDI QIDQ1634976

Bin Tian, Rui Li, Yang Zhong

Publication date: 18 December 2018

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2014.05.012




Related Items (13)

Analytical bending solutions of thin plates with two adjacent edges free and the others clamped or simply supported using finite integral transform methodStochastic analysis of moderately thick plates using the generalized polynomial chaos and element free Galerkin methodNew analytic bending solutions of rectangular thin plates with a corner point-supported and its adjacent corner freeNew analytic solutions for static problems of rectangular thin plates point-supported at three cornersAnalytical bending solutions of thin plates by two‐dimensional generalized integral transform methodBuckling analysis of rectangular thin plates with two opposite edges free and others rotationally restrained by finite Fourier integral transform methodAn explicit solution for inelastic buckling of rectangular plates subjected to combined biaxial and shear loadsTwo-dimensional generalized finite integral transform method for new analytic bending solutions of orthotropic rectangular thin foundation platesAccurate bending analysis of rectangular thin plates with corner supports by a unified finite integral transform methodHamiltonian system-based analytic modeling of the free rectangular thin plates' free vibrationOn new analytic free vibration solutions of rectangular thin cantilever plates in the symplectic spaceNew exact series solutions for transverse vibration of rotationally-restrained orthotropic platesNew analytical free vibration solutions of orthotropic rectangular thin plates using generalized integral transformation


Uses Software


Cites Work


This page was built for publication: Integral transform solutions to the bending problems of moderately thick rectangular plates with all edges free resting on elastic foundations