弹性梁损伤识别模态应变能法

中国机械工程 ›› 2014, Vol. 25 ›› Issue (12): 1651-1654.

弹性梁损伤识别模态应变能法

刘文光;李俊;严铖;贺红林

南昌航空大学,南昌,330063

出版日期:2014-06-26 发布日期:2014-06-27
基金资助:
国家自然科学基金资助项目(51265040) ；江西省自然科学基金资助项目 (20122BAB216027 )

Modal Strain Energy Method for Damage Detection of an Elastic Beam

Liu Wenguang;Li Jun;Yan Chen;He Honglin

Nanchang Hangkong University, Nanchang, 330063

Online:2014-06-26 Published:2014-06-27
Supported by:
National Natural Science Foundation of China（No. 51265040）;Jiangxi Provincial Natural Science Foundation of China（No. 20122BAB216027）

摘要/Abstract

摘要：

针对飞行器弹性梁结构的振动疲劳损伤问题，基于单元模态应变能的变化提出了一种新的结构损伤识别方法。该方法以结构损伤会导致其模态性能变化为原则，通过对比结构单元损伤前后模态应变能的变化率来构建损伤指标。在构建损伤指标之前，假定弹性梁的刚度是由单元刚度组成的，在定义单元刚度灵敏度公式的基础上，建立了弹性梁损伤前后模态应变能变化的联系。最后采用数值计算和实验测试方法，得到了弹性梁损伤状态的识别结果，验证了该方法对损伤识别的正确性和有效性。

关键词: 损伤识别, 模态应变能, 弹性梁, 振动疲劳

Abstract:

Based on the problems of vibration fatigue damage in an elastic beam which was widely used in aircrafts, a novel method was proposed for structural damage detection via change of the unit modal strain energy. A principle was employed that the modal properties will be changing as the structure was damaged. An indicator was built through comparing the modal strain energy before and after an elastic beam was injured. Firstly, an elastic beam's stiffness was regarded that it was built by unit stiffness, and a formula was defined for unit stiffness sensitivity. Thereafter, the contact between elastic beams before and after damaged was built by modal strain energy. Results are given after simulation and experiments, the accuracy and efficiency of this method were verified.

Key words: damage detection, modal strain energy, elastic beam, vibration fatigue

中图分类号:

V215.4

刘文光, 李俊, 严铖, 贺红林. 弹性梁损伤识别模态应变能法[J]. 中国机械工程, 2014, 25(12): 1651-1654.

Liu Wenguang, Li Jun, Yan Chen, He Honglin. Modal Strain Energy Method for Damage Detection of an Elastic Beam[J]. China Mechanical Engineering, 2014, 25(12): 1651-1654.

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