A finite element method for cracked components of structures

被引:0
|
作者
Liu, LM
Duan, ML [1 ]
Qin, TY
Liu, YB
Liu, CT
Yu, JX
机构
[1] Dalian Univ Technol, Dalian 116024, Peoples R China
[2] Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China
[3] China Classificat Soc, Beijing 100006, Peoples R China
[4] Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China
关键词
offshore platform; finite element; crack damage; fracture mechanics; stiffness matrix; component;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a method is developed for determining the effective stiffness of the cracked component. The stiffness matrix of the cracked component is integrated into the global stiffness matrix of the finite element model of the global platform for the FE calculation of the structure in any environmental conditions. The stiffness matrix equation of the cracked component is derived by use of the finite variation principle and fracture mechanics. The equivalent parameters defining the element that simulates the cracked component are mathematically presented, and can be easily used for the FE calculation of large scale cracked structures together with any finite element program. The theories developed are validated by both lab tests and numerical calculations, and applied to the evaluation of crack effect on the strength of a fixed platform and a self-elevating drilling rig.
引用
收藏
页码:177 / 187
页数:11
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