IMECH-IR  > 力学所知识产出(1956-2008)
The plane problem of collinear rigid lines under arbitrary loads
Jiang CP; JIANG, CP (reprint author), CHINESE ACAD SCI,INST MECH,BEIJING 100080,PEOPLES R CHINA.
发表期刊Engineering Fracture Mechanics
1991
卷号39期号:2页码:299-308
ISSN0013-7944
摘要The elastic plane problem of collinear rigid lines under arbitrary loads is dealt with. Applying the Riemann-Schwarz symmetry principle integrated with the analysis of the singularity of complex stress functions, the general formulation is presented, and the closed-form solutions to several problems of practical importance are given, which include some published results as the special cases. Lastly the stress distribution in the immediate vicinity of the rigid line end is examined.
DOI10.1016/0013-7944(91)90044-2
收录类别SCI
语种英语
WOS记录号WOS:A1991FP78600012
WOS研究方向Mechanics
WOS类目Mechanics
引用统计
被引频次:21[WOS]   [WOS记录]     [WOS相关记录]
文献类型期刊论文
条目标识符http://dspace.imech.ac.cn/handle/311007/39536
专题力学所知识产出(1956-2008)
通讯作者JIANG, CP (reprint author), CHINESE ACAD SCI,INST MECH,BEIJING 100080,PEOPLES R CHINA.
推荐引用方式
GB/T 7714
Jiang CP,JIANG, CP . The plane problem of collinear rigid lines under arbitrary loads[J]. Engineering Fracture Mechanics,1991,39,2,:299-308.
APA Jiang CP,&JIANG, CP .(1991).The plane problem of collinear rigid lines under arbitrary loads.Engineering Fracture Mechanics,39(2),299-308.
MLA Jiang CP,et al."The plane problem of collinear rigid lines under arbitrary loads".Engineering Fracture Mechanics 39.2(1991):299-308.
条目包含的文件 下载所有文件
文件名称/大小 文献类型 版本类型 开放类型 使用许可
ja099.pdf(481KB) 开放获取--浏览 下载
个性服务
推荐该条目
保存到收藏夹
查看访问统计
导出为Endnote文件
Lanfanshu学术
Lanfanshu学术中相似的文章
[Jiang CP]的文章
[JIANG, CP (reprint author), CHINESE ACAD SCI,INST MECH,BEIJING 100080,PEOPLES R CHINA.]的文章
百度学术
百度学术中相似的文章
[Jiang CP]的文章
[JIANG, CP (reprint author), CHINESE ACAD SCI,INST MECH,BEIJING 100080,PEOPLES R CHINA.]的文章
必应学术
必应学术中相似的文章
[Jiang CP]的文章
[JIANG, CP (reprint author), CHINESE ACAD SCI,INST MECH,BEIJING 100080,PEOPLES R CHINA.]的文章
相关权益政策
暂无数据
收藏/分享
文件名: ja099.pdf
格式: Adobe PDF
此文件暂不支持浏览
所有评论 (0)
暂无评论
 

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。