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基于曲率模态的直接损伤定位
引用本文:赵剑云,马琨,汪雨,吴家权,叶飞.基于曲率模态的直接损伤定位[J].贵州大学学报(自然科学版),2013(5):109-112.
作者姓名:赵剑云  马琨  汪雨  吴家权  叶飞
作者单位:昆明理工大学理学院,云南昆明650500
基金项目:国家自科基金(KKGA201207006);教育厅重大项目(KKJ1201007001);云南省高校结构健康诊断重点实验室(平台建设KKKP201207003)
摘    要:在桥梁检测损伤的过程中,针对比较微小的损伤,以往需要完好梁的数据,但是桥梁损伤前的数据难以寻找。本文用Ansys模拟了具有一定代表性的工字钢梁,分多种工况,提取其轴线Y方向上不同损伤情况下的曲率模态,用差分运算进行处理,并对差分曲线进行了详细的讨论,数值模拟结果表明,经过差分运算的模态数据可以准确的反映损伤位置,为进一步的直接损伤判定奠定基础。

关 键 词:曲率模态  直接损伤定位  工字钢梁

Direct Damage Location Based on the Curvature Mode
ZHAO Jian-yun,MA Kun *,WANG Yu,WU Jia-quan,YE Fei.Direct Damage Location Based on the Curvature Mode[J].Journal of Guizhou University(Natural Science),2013(5):109-112.
Authors:ZHAO Jian-yun  MA Kun *  WANG Yu  WU Jia-quan  YE Fei
Institution:( Faculty of Science, Kunming University of Science and Technology, Kunming 650500, China)
Abstract:In the process of detecting but that data is difficult to find. Ansys damage of bridges, for minor damage, intact beam data is often needed, was adpopted to simulate the steel i-beam, in a variety of conditions, extract the axis curvature modal on the y direction. Difference operation was used for processing. Numerical simulation results show that : Through differential operation of modal data can be accurate reflection of the damage position.
Keywords:curvature mode  direct damage location  I-steel beam
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