Nonlinear dynamic buckling of discrete structural systems under impact loading
type: Item
instance of: scholarly article
title: Nonlinear dynamic buckling of discrete structural systems under impact loading
zbMATH Open document ID: 0788.73034
DOI: 10.1016/0020-7683(93)90202-I
published in: International Journal of Solids and Structures
publication date: 1994-01-02T00:00:00Z
review text: The stability of Ziegler's two-degrees-of-freedom cantilever system, that is geometrically imperfect, is analysed. It is assumed that the system is subjected to the impact load. Detailed analysis of the initial conditions valid immediately after impact is presented. The motion of the system after the impact is governed by a set of autonomous ordinary differential equations. This system is analysed thoroughly, numerically and analytically.
Mathematics Subject Classification ID: 74G60
Mathematics Subject Classification ID: 74H45
Mathematics Subject Classification ID: 74M20
Mathematics Subject Classification ID: 74B20
zbMATH DE Number: 474857
zbMATH Keywords: Ziegler's cantilever system
zbMATH Keywords: initial conditions
zbMATH Keywords: autonomous ordinary differential equations
author: A. N. Kounadis
reviewed by: Teodor Atanacković
MaRDI profile type: Publication
description: scientific article; zbMATH DE number 474857