摘要
在对工程结构损伤识别问题进行研究的基础上 ,提出了基于有限元方法和同伦延拓法的损伤识别方法 ,并采用该方法对损伤简支梁进行了损伤程度的识别。数值实验结果表明该方法对初始值敏感度低、收敛性好 。
A new method was researched for structure's damage identification on the basis of researching the damage problem of engineering structure. Based on the combination of finite element method and homotopy continuation algorithms, it identified the damage grade of beam with different kinds of damages. The identification results proved that the new method more efficient and accurate than traditional iterative methods.
出处
《武汉理工大学学报》
CAS
CSCD
2004年第10期31-34,共4页
Journal of Wuhan University of Technology
基金
国家自然科学基金 (5 0 2 380 4 0)
关键词
有限元法
同伦延拓法
损伤识别
振型
finite element method
homotopy continuation algorithms
damage identification
modal shape