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Mixed integer nonlinear least-squares problem for damage detection in truss structures

机译:桁架结构损伤检测的混合整数非线性最小二乘问题

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We present a mixed integer nonlinear least-squares problem for identifying damage in truss structures from their measured response. In detecting damage based on parameter estimation, the number of unknown parameters is often less than that of measurements, which gives rise to nonunique solutions. To overcome the difficulty, we formulate damage detection as a mixed integer nonlinear least-squares problem, where the subset of unknown parameters is sought that best represents damaged sites. To solve the problem, we present four heuristic algorithms based on the greedy algorithm. One is its direct application. The other three select the near-optimal subsets more efficiently by linearizing the error function, by applying the line search, and by grouping unknown parameters. We assess the performance of these algorithms along with conventional regularization methods through numerical experiments, where many synthetic damage cases are tested. The effect of modeling and measurement errors on the estimate is also studied. We found from the numerical experiments that the linearization-based approach was more efficient than the direct application while the two methods gave reasonably accurate estimates.
机译:我们提出了一个混合整数非线性最小二乘问题,用于从其测量的响应中识别桁架结构中的损伤。在基于参数估计来检测损坏时,未知参数的数量通常少于测量值,这导致了非唯一解。为了克服这一困难,我们将损坏检测公式化为混合整数非线性最小二乘问题,在其中寻找最能代表损坏部位的未知参数子集。为了解决这个问题,我们提出了四种基于贪婪算法的启发式算法。一种是直接应用。其他三个通过对误差函数进行线性化,应用线搜索以及对未知参数进行分组来更有效地选择接近最佳的子集。我们通过数值实验评估了这些算法以及常规正则化方法的性能,其中对许多综合损坏案例进行了测试。还研究了建模和测量误差对估计的影响。从数值实验中我们发现,基于线性化的方法比直接应用更为有效,而两种方法都给出了合理准确的估计。

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