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On limit analysis of plates

Published:1958 Issue:1 Volume:16 Page:61-71
ISSN:0033-569X
Container-title:Quarterly of Applied Mathematics
language:en
Short-container-title:Quart. Appl. Math.

Author:

Schumann Walter

Abstract

The bending of thin perfectly plastic plates of arbitrary shape under transverse load is studied. The collapse load for a concentrated force on such a plate is found to be 2 π 2\pi times the yield moment.

Publisher

American Mathematical Society (AMS)

Subject

Applied Mathematics

Link

http://www.ams.org/qam/1958-16-01/S0033-569X-1958-0102256-1/S0033-569X-1958-0102256-1.pdf

Reference10 articles.

1. The load carrying capacities of circular plates;Hopkins, H. G.;J. Mech. Phys. Solids,1953

2. H. G. Hopkins, The theory of deformation of non-hardening rigid-plastic plates under transverse load, IUTAM Colloquium, Madrid, 176-183 (1955)

3. Extended limit design theorems for continuous media;Drucker, D. C.;Quart. Appl. Math.,1952

4. Probleme der Plastizitätstheorie

Cited by 13 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. Plastic Bending of Plates;Mechanical Engineering Series;2000

2. 7. Metal plates;Plastic Limit Analysis of Plates, Shells and Disks;1997

3. Boundary value problems in plasticity theory;Bulletin of the Australian Mathematical Society;1982-08

4. Non linear analysis of plates by means of finite element method;Meccanica;1980-12

5. Direct limit analysis via rigid-plastic finite elements;Computer Methods in Applied Mechanics and Engineering;1976-04

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