Catastrophic model for stability analysis of high pile-column bridge pier

被引：7

作者：

Zhao Ming-hua ^{[1
]}

Jiang Chong ^{[1
]}

Cao Wen-gui ^{[1
]}

Liu Jian-hua ^{[1
]}

机构：

[1] Hunan Univ, Inst Geotech Engn, Changsha 410082, Peoples R China

来源：

JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY | 2007年 / 14卷 / 05期

关键词：

stability; pier; pile foundation; catastrophe theory; buckling; critical load;

D O I：

10.1007/s11771-007-0138-5

中图分类号：

TF [冶金工业];

学科分类号：

0806 ;

摘要：

According to the engineering features of higher pile-column bridge pier in mountainous area, a clamped beam mechanical model was set up by synthetically analyzing the higher pile-column bridge pier buckling mechanism. Based on the catastrophe theory, the cusp catastrophe model of higher pile-column bridge pier was established by the determination of its potential function and bifurcation set equation, the necessary instability conditions of high pile-column bridge pier were deduced, and the determination method for column-buckling and lateral displacement of high pile-column bridge pier was derived. The comparison between the experimental and calculated results show that the calculated curves agree with testing curves and the method is reasonable and effective.

引用

页码：725 / 729

页数：5

共 17 条

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