Nonlinear axisymmetric bending and stability of spherical caps under concentrated loads at the apex
type: Item
instance of: scholarly article
title: Nonlinear axisymmetric bending and stability of spherical caps under concentrated loads at the apex
zbMATH Open document ID: 0666.73021
author: Weiping Song
published in: Science in China. Series A
publication date: 1989-01-01T00:00:00Z
review text: The nonlinear axisymmetric bending and stability of spherical caps under concentrated loads at the apex are investigated. The nonlinear equations governing large axi-symmetric deflections of the spherical caps are solved by using the Newton-spline method. Solutions for both unbuckled and buckled states are obtained, and results are compared with those obtained from theoretical and experimental studies.
Mathematics Subject Classification ID: 74G60
Mathematics Subject Classification ID: 74S30
zbMATH DE Number: 4090914
zbMATH Keywords: Fredholm integral equations of the second kind
zbMATH Keywords: large axi-symmetric deflections
zbMATH Keywords: Newton-spline method
zbMATH Keywords: unbuckled
zbMATH Keywords: buckled states
MaRDI profile type: Publication
description: scientific article; zbMATH DE number 4090914