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首页> 外文期刊>International journal of non-linear mechanics >A two stage method for structural damage detection using a modal strain energy based index and particle swarm optimization
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A two stage method for structural damage detection using a modal strain energy based index and particle swarm optimization

机译:基于模态应变能指标和粒子群算法的结构损伤检测的两阶段方法

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摘要

A two-stage method is proposed here to properly identify the site and extent of multiple damage cases in structural systems. In the first stage, a modal strain energy based index (MSEBI) is presented to precisely locate the eventual damage of a structure. The modal strain energy is calculated using the modal analysis information extracted from a finite element modeling. In the second stage, the extent of actual damage is determined via a particle swarm optimization (PSO) using the first stage results. Two illustrative test examples are considered to assess the performance of the proposed method. Numerical results indicate that the combination of MSEBI and PSO can provide a reliable tool to accurately identify the multiple structural damage.
机译:本文提出了一种两阶段方法,以正确识别结构系统中多个损坏案例的位置和范围。在第一阶段,提出了基于模态应变能的指数(MSEBI)以精确定位结构的最终损伤。使用从有限元建模中提取的模态分析信息来计算模态应变能。在第二阶段,使用第一阶段结果通过粒子群优化(PSO)确定实际损坏的程度。考虑两个说明性的测试示例,以评估所提出方法的性能。数值结果表明,MSEBI和PSO的组合可以提供一种可靠的工具来准确识别多种结构损伤。

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