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| 基于摄动有限元方法对梁结构损伤的识别 | |
| 引用本文： | 杜思义,殷学纲,张卫民,陈淮.基于摄动有限元方法对梁结构损伤的识别[J].世界地震工程,2006,22(2):114-118. |
| 作者姓名： | 杜思义 殷学纲 张卫民 陈淮 |
| 作者单位： | 1. 重庆大学,资环学院,重庆,400045;郑州大学,土木工程学院,河南,郑州,450002 2. 重庆大学,资环学院,重庆,400045 3. 中国矿业大学,北京校区,北京,100083 4. 郑州大学,土木工程学院,河南,郑州,450002 |
| 摘 要： | 结构损伤的定量识别是工程技术中急待解决的问题。利用矩阵摄动和结构有限元动力学理论推出梁结构损伤程度定量识别的公式和方法,该方法仅需要在役结构的固有频率测量值就可识别结构的损伤位置和损伤程度,而且可以识别结构的老化程度,避免了由模态振型识别损伤,因测量自由度不足带来的误差,通过对一钢悬臂梁损伤识别的数值仿真,证明了该方法的有效性。该方法具有较大的工程应用价值。 |
| 关 键 词： | 损伤识别 矩阵摄动 固有频率 有限元 |
| 文章编号： | 1007-6069(2006)02-0114-05 |
| 收稿时间： | 2005-12-18 |
| 修稿时间： | 2006-03-16 |
Damage detection of the beam based on perturbation matrix |
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| DU Si-yi,YIN Xue-gang,ZHANG Wei-min,CHEN huai.Damage detection of the beam based on perturbation matrix[J].World Information On Earthquake Engineering,2006,22(2):114-118. | |
| Authors: | DU Si-yi YIN Xue-gang ZHANG Wei-min CHEN huai |
| Abstract: | Quantifying identification of structural damage is an anxious question to be solved in the engineering technology fields.The formulae and method of the quantifying identification of the structural damage extent on a dimension beam are presented by the perturbation matrix and FEM dynamic analysis of structures in the paper.The locations and extent of the structural damage can be detected by the method only from measured natural frequencies of damaged structures,and the aging extent of the structures can also be identified.It avoided the error of the mode identifying methods because of insufficiency degrees of freedom measured.The method is proved to be effective and valuable by the numerical simulation of damage detection on a steel beam. |
| Keywords: | damage detection perturbation matrix natural frequency finite element method |
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