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Multiple crack identification in frame structures using a hybrid Bayesian model class selection and swarm-based optimization methods

机译:基于混合贝叶斯模型类别选择和基于群的优化方法的框架结构多重裂纹识别

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Crack identification in engineering structures has been widely investigated by researchers. Most of the literature on multiple crack identification, however, has focused on rather simple structures like beams and it is often assumed that the number of cracks is known while this is not a practical assumption. In this article, multiple crack identification in frame structures is investigated based on experimental vibration data using the Bayesian model class selection and swarm-based optimization methods to identify both the number of cracks and their characteristics. To this end, first, the numerical model of the intact frame is updated based on the natural frequencies of the intact state using the particle swarm inspired multi-elitist artificial bee colony algorithm. After updating the intact model of the structure, a set of numerical models of the cracked frame with different numbers of cracks is constructed. Since the number of cracks is not known a priori, the Bayesian model class selection is employed to find the most plausible model class in order to predict the number of cracks. Then, the parameters of the cracks are identified using the particle swarm inspired multi-elitist artificial bee colony algorithm. Instead of pinpointing to one optimal solution obtained after a large number of function evaluations, a set of best solutions whose objective values are less than 10(-5) are recorded and the regions where the best solutions are concentrated are identified to see how the solution would differ if less number of function evaluations is employed. To fully assess the effectiveness of this approach, both numerical and experimental examples are utilized. The results confirm the effectiveness of the proposed method for identifying multiple cracks in the frames using a few experimental natural frequencies of the structure. The effect of using more natural frequencies on the accuracy of the location and depth of the cracks is also studied.
机译:研究人员已广泛研究了工程结构中的裂纹识别。然而,关于多重裂纹识别的大多数文献都集中在诸如梁之类的相当简单的结构上,并且通常假设裂纹的数目是已知的,但这不是实际的假设。在本文中,利用贝叶斯模型类别选择和基于群的优化方法基于实验振动数据研究框架结构中的多个裂纹识别,以识别裂纹的数量及其特征。为此,首先,使用粒子群启发式多精英人工蜂群算法,基于完整状态的固有频率更新完整框架的数值模型。更新完好结构模型后,构造了一组具有不同裂纹数量的裂纹框架数值模型。由于先验未知裂纹的数量,因此采用贝叶斯模型类别选择来找到最合理的模型类别,以便预测裂纹的数目。然后,使用粒子群启发的多精英人工蜂群算法确定裂纹的参数。记录了一组目标值小于10(-5)的最佳解决方案,并确定了最佳解决方案集中的区域,以查看解决方案,而不是指出在进行大量功能评估后获得的最佳解决方案如果采用较少的功能评估,则将有所不同。为了充分评估这种方法的有效性,使用了数值示例和实验示例。结果证实了所提出的方法的有效性,该方法使用结构的一些实验固有频率来识别框架中的多个裂纹。还研究了使用更多固有频率对裂纹位置和深度的准确性的影响。

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