Hybrid changeable basis Galerkin technique for nonlinear analysis of structures
type: Item
instance of: scholarly article
title: Hybrid changeable basis Galerkin technique for nonlinear analysis of structures
zbMATH Open document ID: 0836.73085
DOI: 10.1007/BF02455251
author: Qi Zhao
author: Tianqi Ye
published in: Applied Mathematics and Mechanics. (English Edition)
publication date: 1996-02-07T00:00:00Z
review text: Based on the asymptotic perturbation method and the Galerkin technique, the hybrid changeable basis Galerkin technique is presented for predicting the nonlinear response of structures. The effectiveness of this technique is demonstrated by means of two numerical examples: the large deflection of circular plates subjected to uniform normal load, and the large deflection of spherical caps under centrally distributed pressures.
Mathematics Subject Classification ID: 74S30
Mathematics Subject Classification ID: 74H45
zbMATH DE Number: 833491
zbMATH Keywords: asymptotic perturbation method
zbMATH Keywords: large deflection of circular plates
zbMATH Keywords: large deflection of spherical caps
MaRDI profile type: Publication
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description: scientific article; zbMATH DE number 833491