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作 者:刘昊 常军[1] LIU Hao;CHANG Jun(School of Civil Engineering, SUST, Suzhou 215011, China)
机构地区:[1]苏州科技大学土木工程学院
出 处:《苏州科技大学学报(工程技术版)》2019年第2期58-63,共6页Journal of Suzhou University of Science and Technology(Engineering and Technology Edition)
基 金:江苏省研究生科研与实践创新计划项目(SJCX18_0877);苏州科技大学研究生创新项目(SKCX17-020)
摘 要:以环境温度影响下的矩形截面简支梁为研究对象,通过有限元模拟得到损伤前后的多阶模态振型,从而计算得到结构曲率模态,进而识别结构损伤状况。结果表明:温度变化对结构振型及曲率没有影响,损伤前后振型的变化可以识别温度变化下结构损伤但是效果不佳,简支梁振型曲率则可以对结构的损伤进行有效的识别、定位,对多损伤工况仍然适用。Taking the simple beam with rectangular section under the influence of ambient temperature as the research object, the multi-mode vibration modes before and after the damage were obtained through the finite element simulation, and then the structure curvature mode was calculated to identify the structural damage status. The results show that the temperature change has no effect on the vibration mode and curvature of the structure. Changes in mode shape before and after damage can identify the structural damage due to temperature changes but are ineffective. The simple beam mode curvature can effectively identify and locate the structure damage, and is still applicable to multiple damage conditions.
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