Author:
Kleiber M.,Kotula W.,Saran M.
Abstract
A simple finite element approach to problems of dynamic structural instability under step loading is discussed. The method proposed is believed to yield important information about the structural behaviour in the non‐linear range. Incorporation of the method into existing finite element codes is straightforward.
Subject
Computational Theory and Mathematics,Computer Science Applications,General Engineering,Software
Cited by
28 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献