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首页> 外文期刊>Inverse Problems in Science & Engineering >New Timoshenko-cracked beam element and crack detection in beam-like structures using genetic algorithm
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New Timoshenko-cracked beam element and crack detection in beam-like structures using genetic algorithm

机译:新型Timoshenko裂纹梁单元和采用遗传算法的梁状结构裂缝检测

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摘要

In this paper, a crack identification approach is presented for detecting crack depth and location in beam-like structures. For this purpose, a new beam element with a single transverse edge crack, in arbitrary position of beam element with any depth, is developed. The development is based on a simplified model, where each crack is substituted by a corresponding linear rotational spring, connecting two adjacent elastic parts. The localised spring may be represented based on linear fracture mechanics theory. The components of the stiffness matrix for the cracked element are derived using the superposition principle, compatibility relations, and Betti's theorem, and finally represented in closed-form expressions. The proposed beam element is efficiently employed for solving forward problem (i.e. to gain accurate natural frequencies of the beam-like structures knowing the cracks characteristics). To validate the proposed element, results obtained by new element are compared with two-dimensional finite element results and available experimental measurements. Moreover, by knowing the natural frequencies, an inverse problem is established in which the cracks location and depth are identified. In the inverse approach, an optimization problem based on the new beam element and genetic algorithms is solved to search the solution.
机译:本文提出了一种裂纹识别方法,用于检测梁状结构中的裂纹深度和位置。为此,在具有任意深度的梁元件的任意位置上,开发了具有单个横向边缘裂纹的新梁元件。该开发基于简化模型,其中每个裂纹都由连接两个相邻弹性部分的相应线性旋转弹簧代替。可以基于线性断裂力学理论来表示局部弹簧。利用叠加原理,相容关系和贝蒂定理推导裂纹单元刚度矩阵的各分量,最后以闭合形式表示。所提出的梁单元被有效地用于解决前向问题(即,获知裂缝特性的梁状结构的准确固有频率)。为了验证提出的元素,将新元素获得的结果与二维有限元结果和可用的实验测量结果进行比较。而且,通过知道固有频率,建立了反问题,其中识别了裂纹的位置和深度。在逆方法中,解决了基于新梁元素和遗传算法的优化问题以寻找解决方案。

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