基于有限元分析的圆柱结构钢损伤检测

Ling Huang, Ziguo Xu, X. Y. Wei, G. Wang
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引用次数: 0

摘要

本文对超声波在杆结构中的传播过程和损伤检测进行了实验研究。在有限元模拟中,根据不同兰姆波激励信号与杆上固定尺寸裂纹之间的非线性相互作用,分析了信号机理,并解释了如何定位损伤信号。采用实验方法进一步测试了杆件的疲劳裂纹演化过程。与仿真结果吻合较好。研究发现,有激励的超声导波信号对裂纹非常敏感。有限元分析和激励信号可以作为金属零件裂纹定量评价的潜在方法。研究结果为无损评估和结构健康监测领域的有限元建模和仿真提供了依据
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Damage detection of cylindrical structural steels based on finite element analysis
In this paper, the ultrasonic transmission process and damage detection in rod structure are experimentally studied. In the finite element simulation, according to the nonlinear interaction between the different Lamb wave excitation signals and the fixed size crack on the rod, the signal mechanism is analyzed and how to locate the damage signal is explained. The fatigue crack evolution of rod assembly is further tested by experimental method. It is consistent with the simulation results. It is found that the ultrasonic guided wave signal with excitation is very sensitive to cracks. Finite element analysis and excitation signals can be used as potential methods for quantitative evaluation of cracks in metal parts. The results of this study provide a basis for modeling and simulation using finite element in the field of nondestructive evaluation and structural health monitoring
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