THE DYNAMIC INSTABILITY OF ELASTIC-PLASTIC PLATE DUE TO IMPACT LOADING

摘要：

Anomalous behaviors of structural dynamic response is an nonlinear behaviors. By anomalous here is meant permanent deflection in the direction opposite to direction of the applied loading rather than in its direction. In this paper the full numerical investigations with the circle plate to short pulse loading have been presented with finite element scheme. The results indicate that With laoding increasing, the deflection of plate shows different response model.Anomalous is influenced by structural paramaters, constrains, loading, numerical analysis technique and the final response model of the plate exhibits sensitivities with respect to them small changes.

作者: Wu ying Wu guiying

作者单位: Department of Mechanics, Taiyuan University of Technology, TaiYuan 030024, China

会议类型: 国际会议

会议名称: 第九届工程结构完整性国际会议(The Ninth International Conference on Engineering Structural Integrity Assessment)

会议地点: 北京

会议语种:英文

在线出版日期: 2007-10-15（万方平台首次上网日期，不代表论文的发表时间）