Exact solution of elasto-plastic stresses in a metal-matrix composite beam of arbitrary orientation subjected to transverse loads
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Date
1996
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Publisher
Elsevier Sci Ltd
Abstract
An analytical elasto-plastic stress analysis is presented for a metal-matrix composite beam of arbitrary orientation subjected to a single transverse force applied to the free end of the beam and a uniformly distributed load. The material is assumed to be perfectly plastic in the elasto-plastic solution. A composite consisting of stainless-steel-reinforced aluminum was produced for this work. Sample problems are given for various orientation angles. Elastic, elastoplastic and residual normal and shear stresses are calculated. The location of the elasto-plastic boundary of the beam is obtained according to the x coordinates of the beam. (C) 1997 Elsevier Science Limited.
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Keywords
Exact solution, Perfectly plastic, Elasto-plastic analysis, Metal-matrix composite, Transverse loads, Materials science
Citation
Karakuzu, R. ve Özcan, R. (1996). "Exact solution of elasto-plastic stresses in a metal-matrix composite beam of arbitrary orientation subjected to transverse loads". Composites Science and Technology, 56(12), 1383-1389.