马中军, 司马玉洲. 基于等效单元概念的梁结构损伤定位方法[J]. 力学与实践, 2011, 33(1): 35-38. DOI: 10.6052/1000-0879-lxysj2010-420
引用本文: 马中军, 司马玉洲. 基于等效单元概念的梁结构损伤定位方法[J]. 力学与实践, 2011, 33(1): 35-38. DOI: 10.6052/1000-0879-lxysj2010-420
DAMAGE LOCALIZATION FOR BEAM STRUCTURES BASED ON EQUIVALENT ELEMENT CONCEPT[J]. MECHANICS IN ENGINEERING, 2011, 33(1): 35-38. DOI: 10.6052/1000-0879-lxysj2010-420
Citation: DAMAGE LOCALIZATION FOR BEAM STRUCTURES BASED ON EQUIVALENT ELEMENT CONCEPT[J]. MECHANICS IN ENGINEERING, 2011, 33(1): 35-38. DOI: 10.6052/1000-0879-lxysj2010-420

基于等效单元概念的梁结构损伤定位方法

DAMAGE LOCALIZATION FOR BEAM STRUCTURES BASED ON EQUIVALENT ELEMENT CONCEPT

  • 摘要: 研究目的是为梁结构提供一种基于等效单元概念的新损伤定位方法.区分刚度损伤和质量损伤两种情况, 分别对连续梁和简支梁给出了具体的损伤定位方法. 利用的具体指标是支座反力和跨中位移. 文中的新方法都可以得到以小区间表示的损伤位置结果, 有效性得到了数值模拟算例和模型实验的验证.

     

    Abstract: This paper discusses how to locate damage in beam structures.Damage is related with changes of local stiffness or local mass.Based on the equivalent element concept, this paper proposes newmethods of damage localization for continuous beam and simply supportedbeams, respectively, by using support reaction and mid-span displacement as damageindicators. The damage location results are expressed in smallregions intervals. The feasibility and effectiveness of the methods aredemonstrated by numerical simulations and model experiments.

     

/

返回文章
返回