Postbuckling behavior of uniformly compressed circular arches with clamped ends

Author:

Schmidt Robert

Publisher

Springer Science and Business Media LLC

Subject

Applied Mathematics,General Physics and Astronomy,General Mathematics

Reference11 articles.

1. R. Schmidt andD. A. DaDeppo,Large Deflections of Eccentrically Loaded Arches, Z. angew. Math. Phys.21, 991 (1970).

2. D. A. DaDeppo andR. Schmidt,Large Deflections of Elastic Arches and Beams with Shear Deformation, Indust. Math.22, 17 (1972).

3. W. Z. Chien,Large Deflection of a Circular Clamped Plate under Uniform Pressure, Chinese J. of Physics7, 102 (1947).

4. K. O. Friedrichs andJ. J. Stoker,Buckling of the Circular Plate Beyond the Critical Thrust, J. Appl. Mech.9, A7 (1942).

5. R. Schmidt,Finite Deflections of a Circular Plate Sealing an Incompressible Liquid, J. Appl. Mech.43, 694 (1976).

Cited by 8 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. Unimodal and bimodal optimal design of extensible arches with respect to buckling and vibrations;Optimal Control Applications and Methods;2007-10-29

2. Discussion: “Initial Post-buckling Behavior of Thick Rings Under Uniform External Hydrostatic Pressure” (Fu, Lei and Waas, A. M., 1995, ASME J. Appl. Mech., 62, pp. 338–345);Journal of Applied Mechanics;1996-06-01

3. Part II;Structural Optimization under Stability and Vibration Constraints;1989

4. Arches;Optimal Structural Design under Stability Constraints;1988

5. In-plane postbuckling of rings subjected to a constant-directional pressure load;ZAMP Zeitschrift f�r angewandte Mathematik und Physik;1981

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