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结构损伤检测的应变能方法及简支梁的模拟计算

The Strain Energy Method of Structural Damage Identification and Its Applications to a Simple Beam

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【作者】 程浩任伟新王华彬

【Author】 Cheng Hao Ren Weixin Wang Huabing(Civil Engineering Department, Changsha Railway University,Changsha, 410075 )

【机构】 长沙铁道学院桥梁结构研究所长沙铁道学院桥梁结构研究所 长沙410075长沙

【摘要】 本文根据损伤局部化的概念,给出了结构损伤检测的应变能方法,并建立了相应的结构损伤判据.只要知道损伤前和损伤后结构的振型参数,就可以确定出结构的损伤位置,因而具有在线检测的可能性,并且简单易行.文中对一个简支梁进行了模拟计算,证实了本方法的可行性与应用性.

【Abstract】 Based on the concept of damage localization, the strain energy method ofstructural damage identification is introduced and corresponding structuraldamage criterion is established in the paper. When the vibration modal pa-rameters of the structure before and after damage are determined, the da-mage in a structure can be located by the method. The method is simple andcan be used in the on-line structural damage detection. The numerical resultsof a simple supported beam have shown that the strain energy method ofstructural damage identification is feasible and applicable.

  • 【文献出处】 长沙铁道学院学报 ,Journal of Changsha Railway University , 编辑部邮箱 ,1998年02期
  • 【分类号】TU317
  • 【被引频次】14
  • 【下载频次】193
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