Modeling of Stress–Strain Fields Below U-Notch Root Using Plasticity Approximation Rules Under Variable-Amplitude Loading

IF 3.2 2区 材料科学 Q2 ENGINEERING, MECHANICAL Fatigue & Fracture of Engineering Materials & Structures Pub Date : 2024-11-24 DOI:10.1111/ffe.14525
Anton Asplund, Heikki Remes, Yuki Ono
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Abstract

This paper evaluates the applicability of Neuber's and equivalent strain energy density (ESED) rules to predict the material response below the root of a sharp U-notch under variable-amplitude (VA) loading for crack propagation simulations. The Voce–Chaboche (V-C) combined hardening constitutive model, coupled with the above-mentioned approximation rules, is used to resolve the elasto-plastic response over a range of depths below the notch root. The response at each load reversal is extracted, and the maximum and minimum stress and strain quantities are used to evaluate fatigue damage using the Smith–Watson–Topper parameter. Results from approximation rules are compared to finite element method (FEM) at and below the notch root. Prediction accuracy varied at different points below the root depending on the size of the plastic zone, with predictions made using the original Neuber's and ESED rules being less accurate below the root. Applying stress redistribution correction to the stress field improves its accuracy below the root; however, strain values are significantly amplified as a result. A modified Neuber's rule with stress redistribution and constraint corrections predicts the distribution of the material response and fatigue damage with consistent accuracy.

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变幅加载下u形缺口根部应力-应变场的塑性近似模拟
本文评估了Neuber规则和等效应变能密度(ESED)规则在变幅载荷下预测u形缺口根部以下材料响应的适用性。采用Voce-Chaboche (V-C)组合硬化本构模型,结合上述近似规则,求解了缺口根部以下一定深度范围内的弹塑性响应。提取每次载荷反转时的响应,并利用Smith-Watson-Topper参数对最大和最小应力应变量进行疲劳损伤评估。在缺口根部处和缺口根部以下,将近似规则的结果与有限元法的结果进行了比较。根据塑性区的大小,预测精度在根以下的不同点有所不同,使用原始Neuber和ESED规则进行的预测在根以下的准确性较低。对应力场进行应力重分布校正,提高了其根下精度;然而,应变值因此被显著放大。采用修正的Neuber规则,结合应力重分布和约束修正,以一致的精度预测材料响应和疲劳损伤的分布。
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来源期刊
CiteScore
6.30
自引率
18.90%
发文量
256
审稿时长
4 months
期刊介绍: Fatigue & Fracture of Engineering Materials & Structures (FFEMS) encompasses the broad topic of structural integrity which is founded on the mechanics of fatigue and fracture, and is concerned with the reliability and effectiveness of various materials and structural components of any scale or geometry. The editors publish original contributions that will stimulate the intellectual innovation that generates elegant, effective and economic engineering designs. The journal is interdisciplinary and includes papers from scientists and engineers in the fields of materials science, mechanics, physics, chemistry, etc.
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