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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
【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.
【关键词】 结构损伤;
无损检测;
应变能;
振型;
【Key words】 structural damage; nondestructive detection; strain energy; vibration mode;
【Key words】 structural damage; nondestructive detection; strain energy; vibration mode;
- 【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