期刊导航

论文摘要

高柔悬臂结构损伤识别的约束柔度法

ConstraintedFlexibilityMethodforDamageIdentificationwithHighFlexibleCantileverStructure

作者:王高胜(后勤工程学院军事土木工程系);石少卿(后勤工程学院军事土木工程系);王仲刚(后勤工程学院军事土木工程系);杨朝山(后勤工程学院军事土木工程系);罗文(总参工程兵科研三所)

Author:Wang Gaosheng(MilitaryDept.ofCivilEng.,LogisticalEng.Univ.);Shi Shaoqing(MilitaryDept.ofCivilEng.,LogisticalEng.Univ.);Wang Zhonggang(MilitaryDept.ofCivilEng.,LogisticalEng.Univ.);Yang Chaoshan(MilitaryDept.ofCivilEng.,LogisticalEng.Univ.);Luo Wen(The Third Eng. Scientific Reasearch Inst. of the Headquaters of the General Staff)

收稿日期:2014-03-17          年卷(期)页码:2014,46(6):85-94

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:悬臂结构;柔度矩阵;损伤识别;模态参数

Key words:cantileverstructure;flexibilitymatrix;damageidentification;modalparameters

基金项目:重庆市科技攻关项目资助(cstc2012gg-sfgc00002)

中文摘要

为识别高柔悬臂结构的损伤位置和损伤程度,提出损伤识别约束柔度法。分别推导出等效抗弯刚度和柔度矩阵元素与模态参数的关系等式;基于任一阶模态参数,将高柔悬臂结构简化为弯曲型集中质量模型,分析基于弯曲型集中质量模型的损伤识别柔度法的病态性,引入约束条件,建立低病态性的方程组,通过解方程组识别损伤。数值算例表明:所提方法识别效果较好,明显改善了损伤识别柔度法的病态性。

英文摘要

In order to identify the location and extent of the damage for high flexible cantilever structure,the constrainted flexibility method for damage identification was proposed.The relationships between equivalent bending stiffness and the elements of the flexibility matrix or a first-order modal parameters were deduced,and high flexible cantilever structure was simplified as a curved concentrated mass model based on a first-order modal parameters.By analyzing morbid of flexibility method for damage identification based curved concentrated mass model and introducing constrainted conditions,low morbid equations were established and used to identify damage.The results of numerical example showed that constrainted flexibility method for damage identification has better identifications,and significantly improves the morbid of flexibility method.

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