Buckling of a Short Cylindrical Shell Surrounded by an Elastic Medium
Author:
Affiliation:
1. Laboratoire de Me´canique Physique, UPRES-A CNRS 7052, Universite´ Paris XII, Val de Marne, Faculte´ des Sciences et Technologie, 61, avenue du Ge´ne´ral de Gaulle, 94010 Cre´teil Cedex, France
Abstract
Publisher
ASME International
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Link
http://asmedigitalcollection.asme.org/appliedmechanics/article-pdf/67/1/212/5466186/207_1.pdf
Reference3 articles.
1. Forrestal, M. J., and Herrmann, G., 1965, “Buckling of a Long Cylinder Shell Surrounded by an Elastic Medium,” Int. J. Solids Struct., 1, pp. 297–309.
2. Moore, I. D., and Booker, J. R., 1985, “Simplified Theory for the Behavior of Buried Flexible Cylinders Under the Influence of Uniform Hoop Compression,” Int. J. Solids Struct., 21, No. 9, pp. 929–941.
3. Razakamiadana, A., Naili, S., and Oddou, C., 1997, ‘Flambement d’une Coque Mince Confine´e : The´orie et Expe´rience,Flambement d’une Coque Mince Confine´e : The´orie et Expe´rience,’ C. R. Acad. Sci., Ser. IIb: Mec., Phys., Chim., Sci. Astron., 325, pp. 119–126.
Cited by 16 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
1. Effects of shear stresses and rotary inertia on the stability and vibration of sandwich cylindrical shells with FGM core surrounded by elastic medium;Mechanics Based Design of Structures and Machines;2015-10-29
2. Nonlinear Response of Imperfect Eccentrically Stiffened Ceramic-Metal-Ceramic Sigmoid Functionally Graded Material (S-FGM) Thin Circular Cylindrical Shells Surrounded on Elastic Foundations Under Uniform Radial Load;Mechanics of Advanced Materials and Structures;2015-05-05
3. Stability of EG cylindrical shells with shear stresses on a Pasternak foundation;Steel and Composite Structures;2014-10-25
4. On the buckling of composite conical shells resting on the Winkler–Pasternak elastic foundations under combined axial compression and external pressure;Composite Structures;2014-07
5. The effect of elastic foundations on the nonlinear buckling behavior of axially compressed heterogeneous orthotropic truncated conical shells;Thin-Walled Structures;2014-07
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