基于面内逆裂纹尖端单元的预裂结构健康监测

IF 3.4 Q1 ENGINEERING, MECHANICAL
Ihtisham Khalid, Zahid Ahmed Qureshi, Hafiz Qasim Ali, Selda Oterkus, Erkan Oterkus
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引用次数: 0

摘要

本文研究了逆有限元法在断裂力学中的应用,建立了一种新型的二维六节点三角形逆裂纹尖端单元。该逆单元的简化公式不仅计算效率高,而且通过重新定位中间节点,保证了裂纹尖端的应变奇异性。其基于位移的应力强度因子(SIF)计算方法与现有的iFEM框架无缝集成,使其非常适合于具有预先存在裂缝的结构的实时健康评估。通过考虑各种裂纹几何形状和混合模式加载条件,对逆单元进行了严格的形状感知和混合模式SIF计算验证。三角形逆单元在处理规则和复杂几何图形的结构化和非结构化离散化方面表现出优越的灵活性,特别是在裂缝尖端等高应力梯度区域。该研究还探索了变分最小二乘法在逆元域内优化传感器位置,确保在较少的板载应变传感器的情况下精确的形状传感和SIF计算。所提出的逆公式具有精确的形状感知能力和精确的断裂参数重建能力,代表了具有预先存在裂缝的工程结构实时健康监测的重大进步。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Structural health monitoring of precracked structures using an in-plane inverse crack-tip element

Structural health monitoring of precracked structures using an in-plane inverse crack-tip element

This study investigates the application of the inverse finite element method (iFEM) in fracture mechanics by developing a novel two-dimensional six-node triangular inverse crack-tip element. With its simplified formulation, the proposed inverse element is computationally efficient and ensures strain singularity at the crack tip by repositioning midside nodes. Its displacement-based stress intensity factor (SIF) computation methodology integrates seamlessly with the existing iFEM framework, making it highly suitable for real-time health assessment of structures with pre-existing cracks. The inverse element has been rigorously validated for shape-sensing and mixed-mode SIF calculations by considering various crack geometries and mixed-mode loading conditions. The triangular inverse element demonstrates superior flexibility in handling structured and unstructured discretizations in mapping regular and complex geometries, particularly high-stress gradient areas like crack tips. The study also explores the variational least squares method for optimal sensor placement within the inverse element domain, ensuring accurate shape-sensing and SIF computations with fewer onboard strain sensors. The proposed inverse formulation, with its accurate shape-sensing capabilities and precise reconstruction of fracture parameters, represents a significant advancement in the real-time Structural Health Monitoring of engineering structures with pre-existing cracks.

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