Research of stress assessment for the 135-degree sheet corner based on singularity strength theory

Song S. Gao, Li L. Xu, Dazheng Wang, N. Barltrop
{"title":"Research of stress assessment for the 135-degree sheet corner based on singularity strength theory","authors":"Song S. Gao, Li L. Xu, Dazheng Wang, N. Barltrop","doi":"10.3963/J.ISSN.1671-4431.2013.12.015","DOIUrl":null,"url":null,"abstract":"This paper will research the singularity strength theory to stress distribution of a 135-degree sheet corner which bases on notch stress intensity factor (N-SIF) theory. The N-SIF formula is simplified through singularity strength 'as' which is related to structure size. Numerical simulations by ANSYS and regression analysis by MathCAD are done for a number of cases. Finally a simple assessment algorithms and the empirical formula for the notch stress are proposed and verified. The results can be used for structural strength and fatigue analysis.","PeriodicalId":17568,"journal":{"name":"武汉理工大学学报","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2013-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"武汉理工大学学报","FirstCategoryId":"1089","ListUrlMain":"https://doi.org/10.3963/J.ISSN.1671-4431.2013.12.015","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2

Abstract

This paper will research the singularity strength theory to stress distribution of a 135-degree sheet corner which bases on notch stress intensity factor (N-SIF) theory. The N-SIF formula is simplified through singularity strength 'as' which is related to structure size. Numerical simulations by ANSYS and regression analysis by MathCAD are done for a number of cases. Finally a simple assessment algorithms and the empirical formula for the notch stress are proposed and verified. The results can be used for structural strength and fatigue analysis.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
基于奇异强度理论的135度板角应力评估研究
本文将基于缺口应力强度因子(N-SIF)理论,研究135度薄板角部应力分布的奇异强度理论。将N-SIF公式简化为奇异强度as与结构尺寸相关。利用ANSYS进行了数值模拟,并用MathCAD进行了回归分析。最后提出了一种简单的缺口应力评估算法和经验公式,并进行了验证。研究结果可用于结构强度和疲劳分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
CiteScore
0.30
自引率
0.00%
发文量
10998
期刊介绍:
期刊最新文献
新疆紫草中萘醌类成分提取工艺的优选和抗炎研究 壳聚糖/γ-聚谷氨酸负载制霉菌素纳米微胶囊的制备及其抑菌效果研究 原生质体诱变选育高产纤维素酶烟管菌的研究 纳豆激酶和茶多酚复合微胶囊的制备及其性质研究 果蝇Sima蛋白在先天免疫中的作用及其机制研究
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1