摘要
基于响应灵敏度分析法对两跨耦合杆系统的损伤识别问题进行了研究。建立了耦合杆系统的有限元运动方程,利用状态空间法计算系统在外激励下的响应。将系统的局部损伤模拟为杆单元抗拉刚度的减少,推导了响应对单元抗拉刚度的灵敏度。并利用此响应灵敏度进行系统的局部损伤识别。数值算例表明,文中方法能快速准确地识别出耦合杆的局部损伤,并且对模拟的人工噪声不敏感。说明该方法具有一定的工程应用前景。
A new damage identification method for a coupled rod system with close and repeated natural frequencies is presented. The equation of motion for the coupled system is established from finite element analysis. The dynamic responses of the system are obtained from state-space method. And the dynamic responses of the system are used for damage detection. The local damage of the system is modeled by a reduction in the elemental tensile stiffness. The dynamic response sensitivity with respect to the damage parameter (elemental tensile stiffness) is then derived. In the inverse analysis, the local damages in the system are identified from dynamic response sensitivity-based finite element model updating method. It is found that the local damage (s) can be identified successfully from several dynamic response measurements. The effect of artificial measurement noise on the identified results is also discussed. Numerical simulation shows that the proposed method is insensitive to the measurement noise and with very good accuracy. This shows that the proposed method has the potential for real application.
出处
《中山大学学报(自然科学版)》
CAS
CSCD
北大核心
2012年第5期31-35,共5页
Acta Scientiarum Naturalium Universitatis Sunyatseni
基金
国家自然科学基金资助项目(11172333
10972241)
广东省自然科学基金资助项目(9151027501000014)
广东省科技计划资助项目(2010A030200008
2011A030200012)
中央高校基本科研业务费专项资金资助项目(09lgpy08)
关键词
耦合杆
损伤识别
振动响应
响应灵敏度
coupled rod system
damage identification
dynamic response
response sensitivity