Theoretical study of dynamic elastic buckling of columns subjected to intermediate velocity impact loads

被引：14

作者：

Cui, SJ

Hao, H ^{[1
]}

Cheong, HK

机构：

[1] Univ Western Australia, Dept Civil & Resource Engn, Nedlands, WA 6009, Australia

[2] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore

来源：

INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES | 2002年 / 44卷 / 04期

关键词：

D O I：

10.1016/S0020-7403(02)00009-7

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

Dynamic elastic buckling of simply supported columns subjected to intermediate velocity impact is theoretically studied in this paper. The dynamic buckling equation is set up. Theoretical solution of dynamic responses of columns subjected to a half-sine shape intermediate velocity impact load is derived. Based on the characteristics of the theoretical solution, a dynamic buckling criterion is proposed to determine the critical buckling condition and to estimate the dynamic buckling critical load. Theoretical results obtained in this study are compared with experimental data. They are also compared with numerical results obtained by other authors. Good agreements between them are observed. (C) 2002 Elsevier Science Ltd. All rights reserved.

引用

页码：687 / 702

页数：16