Dynamic buckling of elastic-plastic beams including effects of axial stress waves

被引：16

作者：

Lepik, Ü ^{[1
]}

机构：

[1] Univ Tartu, Inst Appl Math, EE-51014 Tartu, Estonia

来源：

INTERNATIONAL JOURNAL OF IMPACT ENGINEERING | 2001年 / 25卷 / 06期

关键词：

Euler-Bernoulli beam; dynamic buckling; impulsive loading; Galerkin technique; axial stress waves;

D O I：

10.1016/S0734-743X(00)00070-1

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

Buckling of axially compressed elastic-plastic beam!; is discussed. The load is applied instantaneously and remains unaltered during the motion. The effect of stress waves travelling along the beam is taken into account. It is assumed that the material of the beam has linear-strain hardening. A method of solution, based on the Galerkin technique, is proposed; this method is applicable to an arbitrary number of degrees of freedom. Numerical examples are presented. (C) 2001 Elsevier Science Ltd. All rights reserved.

引用

页码：537 / 552

页数：16

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