半椭圆形和半圆形表面裂纹板的应力强度因子分析

Varsha S , Kothapalli Lalitha Vishnu Kamesh , Piyush Pratap Singh
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引用次数: 0

摘要

目前的工作提出了一个开放形式的解决方案,以计算应力强度因子(SIFs)从面外断裂模式(模式I, II和III)在结构钢矩形板含有表面裂纹。这些分析方法对于评估复杂载荷下压力容器、桥梁和飞机机身等部件的结构完整性具有重要价值。ANSYS中的高阶网格技术使有限元法(FEM)模拟验证了理论模型。研究分析了任意二维应力分布下深长比≤0.5的半椭圆形和半圆形表面裂纹。采用权函数法对非均匀载荷作用下的SIFs进行评价,预测精度较高。假定板沿所有边缘完全夹紧。结果表明,半椭圆形裂纹中心的SIFs比半圆形裂纹中心的SIFs高约25%,靠近表面的SIFs则相反。a/d比率的增加导致更高的SIFs,为损伤容忍度设计提供了重要的输入。推导出的表达式为早期安全评价提供了一种替代全场有限元模拟的有效方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analysis of Stress Intensity Factors in Semi-Elliptical and Semi-Circular Surface Cracked Plates
The present work proposes an open-form solution to calculate stress intensity factors (SIFs) from out-of-plane fracture modes (Mode I, II, and III) in structural steel rectangular plates containing surface cracks. These analytical methods are valuable for assessing structural integrity in components such as pressure vessels, bridges, and aircraft fuselages under complex loading. High-order meshing techniques within ANSYS enabled finite element method (FEM) simulations that validated the theoretical model. The study analyzes semi-elliptical and semi-circular surface cracks with depth-to-length ratios ≤ 0.5 under arbitrary 2D stress distributions. The employed weight function method evaluates SIFs under non-uniform loading with high predictive accuracy. The plate is assumed to be fully clamped along all edges. Results indicate that SIFs at the center of semi-elliptical cracks are approximately 25% higher than in semi-circular ones, with the opposite trend near the surface. An increase in the a/d ratio leads to higher SIFs, providing important input for damage-tolerant design. The derived expressions offer an efficient alternative to full-field FEM simulations in early-stage safety evaluations.
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CiteScore
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