修正的 Dugdale 模型在具有凝聚屈服区的多条共线直裂缝中的应用

IF 0.9 4区 材料科学 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Journal of Mechanics of Materials and Structures Pub Date : 2024-05-05 DOI:10.2140/jomms.2024.19.541
Naved Akhtar, Shehzad Hasan, Sudhanshu Shekhar
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引用次数: 0

摘要

本文采用改进的 Dugdale 模型,研究了包含五条具有凝聚屈服区的共线直裂纹的无限弹性完全塑性板的承载能力。该研究的重要部分是在位置紧密的外侧成对裂缝的内部顶端形成的屈服区的凝聚,以及二次变化的屈服应力分布对承载能力和裂缝顶端张开位移的影响。利用 Muskhelishvili 复杂变量法的传统概念,获得了复杂势函数、应力强度因子 (SIF)、屈服区长度和裂纹尖端张开位移 (CTOD) 的分析表达式。获得了屈服区长度、外加载荷比和 CTOD 的数值结果,并以图形显示。结果与之前发表的极限案例研究结果非常吻合。
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Applications of modified Dugdale model to multiple collinear straight cracks with coalesced yield zones

In this paper, the load-carrying capacity of an infinite elastic-perfectly plastic plate containing five collinear straight cracks with coalesced yield zones was studied using a modified Dugdale model. Important parts of this study are the coalescence of yield zones developed at the internal tips of closely located outer pairs of cracks and the influence of quadratically varying yield stress distribution on the load-bearing capacity and crack-tip opening displacement. Traditional concepts of Muskhelishvili’s complex variable method have been used to obtain analytical expressions for complex potential functions, stress intensity factors (SIFs), yield zone length, and crack-tip opening displacements (CTODs). Numerical results are obtained and shown graphically for yield zone length, applied load ratio, and CTODs. A good agreement of the results is seen with previously published work as limiting cases.

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来源期刊
Journal of Mechanics of Materials and Structures
Journal of Mechanics of Materials and Structures 工程技术-材料科学:综合
CiteScore
1.40
自引率
0.00%
发文量
8
审稿时长
3.5 months
期刊介绍: Drawing from all areas of engineering, materials, and biology, the mechanics of solids, materials, and structures is experiencing considerable growth in directions not anticipated a few years ago, which involve the development of new technology requiring multidisciplinary simulation. The journal stimulates this growth by emphasizing fundamental advances that are relevant in dealing with problems of all length scales. Of growing interest are the multiscale problems with an interaction between small and large scale phenomena.
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