The bending of a work-hardening circular plate by a uniform transverse load
Author:
Abstract
This paper contains an analysis of the bending moments and deflection of a work-hardening circular plate under the action of a uniformly distributed transverse load. A segment-wise linear yield condition and the associated flow rules are used in order to avoid the unsound features of total stress-strain laws while retaining much of their mathematical simplicity.
Publisher
American Mathematical Society (AMS)
Subject
Applied Mathematics
Link
http://www.ams.org/qam/1956-14-03/S0033-569X-1956-85785-6/S0033-569X-1956-85785-6.pdf
Reference4 articles.
1. Theory of plastic flow versus theory of plastic deformation;Prager, W.;J. Appl. Phys.,1948
2. A new method of analyzing stresses and strains in work-hardening plastic solids;Prager, William;J. Appl. Mech.,1956
3. The load carrying capacities of circular plates;Hopkins, H. G.;J. Mech. Phys. Solids,1953
4. Load-carrying capacities for circular plates of perfectly-plastic material with arbitrary yield condition;Hopkins, H. G.;J. Mech. Phys. Solids,1955
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1. Elastic compensation simulation of elastic/plastic axisymmetric circular plate bending using a deformation model;International Journal of Non-Linear Mechanics;2006-04
2. Bending of circular plates of hardening material;International Journal of Solids and Structures;1967-11
3. STRESS-STRAIN RELATIONS IN PLASTICITY AND THERMOPLASTICITY;Plasticity;1960
4. BOUNDARY VALUE PROBLEMS IN PLASTICITY;Plasticity;1960
5. Analysis of shells of revolution composed of workhardening material;Journal of the Mechanics and Physics of Solids;1958-11
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