Stress singularities in classical elasticity–I: Removal, interpretation, and analysis

Author:

Sinclair GB1

Affiliation:

1. Department of Mechanical Engineering, Louisiana State University, Baton Rouge, LA 70803-6413

Abstract

Abstract This review article has two parts, published in separate issues of this journal, which consider the stress singularities that occur in linear elastostatics. In the present Part I, after a brief review of the singularities that attend concentrated loads, attention is focused on the singularities that occur away from such loading, and primarily on 2D configurations. A number of examples of these singularities are given in the Introduction. For all of these examples, it is absolutely essential that the presence of singularities at least be recognized if the stress fields are to be used in attempts to ensure structural integrity. Given an appreciation of a stress singularity’s occurrence, there are two options open to the stress analyst if the stress analysis is to actually be used. First, to try and improve the modeling so that the singularity is removed and physically sensible stresses result. Second, to try and interpret singularities that persist in a physically meaningful way. Section 2 of the paper reviews avenues available for the removal of stress singularities. At this time, further research is needed to effect the removal of all singularities. Section 3 of the paper reviews possible interpretations of singularities. At this time, interpretations using the singularity coefficient, or stress intensity factor, would appear to be the best available. To implement an approach using stress intensity factors in a general context, two types of companion analysis are usually required: analytical asymptotics to characterize local singular fields; and numerical analysis to capture participation in global configurations. Section 4 of the paper reviews both types of analysis. At this time, methods for both are fairly well developed. Studies in the literature which actually effect asymptotic analyses of specific singular configurations will be considered in Part II of this review article. The present Part I has 182 references.

Publisher

ASME International

Subject

Mechanical Engineering

Reference184 articles.

1. Thomson (Lord Kelvin) W (1848), Note on the integration of the equations of equilibrium of an elastic solid, Camb. Dublin Math. J. 3, 87–89.

2. Boussinesq J (1878), Equilibrium of an elastic isotropic half-space supporting different loads in the absence of gravity, Acad. Sci., Paris, C. R. 86, 1260–1263 (in French).

3. Cerruti V (1882), Studies of the equilibrium of isotropic elastic bodies, Reale Academia dei Lincei, Serie3a,Memorie della Classe di Scienze Fisiche, Matematiche e Naturali13, 81–122 (in Italian).

4. Mindlin RD (1936), Force at a point in the interior of a semi-infinite solid, Physics (N.Y.) 7, 195–202.

5. Poulos HG, and Davis EH (1974), Elastic Solutions for Soil and Rock Mechanics, John Wiley and Sons, Inc, New York, NY.

Cited by 115 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3