针对经典的传感器优化布置方法--有效独立法(EI)容易丢失能量较大测点的不足,引入新的模态应变能修正EI法,提出有效独立-改进模态应变能法(EI-IMSE)。考虑模态数目的影响,通过空间桁架塔结构数值研究与矩形截面空心铰支梁的实验验证,并经四种评价准则与既有的EI及其三种EI改进方法的对比研究,表明本文提出的EI-IMSE法不仅保留EI法的优点,且具有良好的抗噪性和低阶模态识别的准确性。
Abstract
Here, a novel effective independenceimproved modal strain energy (EI-IMSE) method was proposed to improve the effective independence (EI) algorithm in structural health monitoring field. The EI-IMSE optimal sensor placement (OSP) method was verified using a numerical simulation for a 3D truss tower and a test for a rectangular hollow steel beam hinged at both ends. Based on four criteria, the EI-IMSE OSP method was evaluated compared with the EI method, the EI-driving point residue (EI-DPR) one, the EI-average driving DOF velocity (EI-ADDOFV) one, and the EI-average acceleration amplitude (EI-AAA) one. The results showed that the proposed EI-IMSE method can not only retain advantages of the EI method but also have a better accuracy in identifying low order modes with a good robustness.
关键词
结构健康监测 /
模态实验 /
传感器优化布置 /
有效独立法
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Key words
structural health monitoring /
modal test /
optimal sensor placement /
effective independence
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脚注
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