| 基于模态应变能变化率结构损伤定位法的改进 |
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| 引用本文： | 张斌,苏云磊,范康.基于模态应变能变化率结构损伤定位法的改进[J].水利与建筑工程学报,2012,10(5):147-150. |
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| 作者姓名： | 张斌 苏云磊 范康 |
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| 作者单位： | 西安建筑科技大学土木工程学院,陕西西安,710055 |
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| 摘 要： | 根据结构损伤前后单元模态应变能的变化，改进了基于单元模态应变能变化率的结构损伤定位法。为了验证该法的有效性，利用有限元软件ANSYS10.0建立一个三层空间刚架模型，设置了单损伤和多损伤两种损伤工况。经过数值验算发现，该方法能够定位不同的损伤工况，且方法简便，具有较高的精度。
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| 关 键 词： | 损伤结构 损伤定位 模态应变能 损伤程度 |
Improvement of Structure Damage Detection Method Based on Modal Strain Energy |
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| ZHANG Bin,SU Yun-lei,FAN Kang.Improvement of Structure Damage Detection Method Based on Modal Strain Energy[J].Journal of Water Resources Architectural Engineering,2012,10(5):147-150. |
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| Authors: | ZHANG Bin SU Yun-lei FAN Kang |
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| Institution: | (College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an,Shaanxi 710055,China) |
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| Abstract: | According to the change ratio of elemental strain energy before and after the damage of structure,an improved structure damage quantification algorithm is presented.In order to verify the effectiveness of this method,a space frame model is established by the FEM software ANSYS 10.0,and two different damage cases are simulated.The analysis indicates that this method could locate different damage cases.In addition,this method is simple and has satisfactory precision. |
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| Keywords: | damaged structure damage location modal strain energy damaged extent |
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