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Vibration-based damage detection with uncertainty quantification by structural identification using nonlinear constraint satisfaction with interval arithmetic

机译:基于非线性约束满足和区间算法的结构识别,基于不确定性的基于振动的损伤检测

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摘要

Structural identification has received increased attention over recent years for performance-based structural assessment and health monitoring. Recently, an approach for formulating the finite element model updating problem as a constraint satisfaction problem has been developed. In contrast to widely used probabilistic model updating through Bayesian inference methods, the technique naturally accounts for measurement and modeling errors through the use of interval arithmetic to determine the set of all feasible solutions to the partially described and incompletely measured inverse eigenvalue problem. This article presents extensions of the constraint satisfaction approach permitting the application to larger multiple degree-of-freedom system models. To accommodate for the drastic increase in the dimensionality of the inverse problem, the extended methodology replaces computation of the complete set of solutions with an approach that contracts the initial search space to the interval hull, which encompasses the complete set of feasible solutions with a single interval vector solution. The capabilities are demonstrated using vibration data acquired through hybrid simulation of a 45-degree-of-freedom planar truss, where a two-bar specimen with bolted connections representing a single member of the truss serves as the experimental substructure. Structural identification is performed using data acquired with the undamaged experimental member as well as over a number of damage scenarios with progressively increased severity developed by exceeding a limit-state capacity of the member. Interval hull solutions obtained through application of the nonlinear constraint satisfaction methodology demonstrate the capability to correctly identify and quantify the extent of the damage in the truss while incorporating measurement uncertainties in the parameter identification.
机译:近年来,基于性能的结构评估和健康监测越来越重视结构识别。近来,已经开发出一种用于将有限元模型更新问题表达为约束满足问题的方法。与通过贝叶斯推断方法广泛使用的概率模型更新相比,该技术通过使用区间算法来确定部分描述和未完全测量的逆特征值问题的所有可行解的集合,从而自然地考虑了测量和建模误差。本文介绍了约束满足方法的扩展,允许将其应用到更大的多重自由度系统模型中。为了适应反问题维数的急剧增加,扩展的方法用一种将初始搜索空间缩小到区间船体的方法代替了完整解集的计算,该方法将完整的可行解集包含在一个范围内区间向量解。通过对45自由度平面桁架进行混合仿真获得的振动数据证明了该功能,其中带有螺栓连接的两杆试样代表了桁架的单个构件,它是实验的子结构。结构鉴定是通过使用未损坏的实验构件以及在超过其极限状态能力而逐渐增加的严重性的多种损坏情况下获取的数据进行的。通过应用非线性约束满足方法获得的间隔船体解决方案证明了在将测量不确定性纳入参数识别的同时,能够正确识别和量化桁架中损伤程度的能力。

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