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Article

Elastic-Plastic Stress Analysis in Thermoplastic Composite Cantilever Loaded by a Single Force

by
R. ÖZCAN
Department of Mechanical Engineering, Uludaü University, Görükle, Bursa, Türkiye
Math. Comput. Appl. 2000, 5(2), 77-89; https://doi.org/10.3390/mca5020077
Published: 1 August 2000
Versions Notes

Abstract

In this investigation an elastic-plastic stress analysis is carried out in a steel fiber reinforced thermoplastic composite cantilever. The beam is loaded by a single force at its free end. An analytical elastic-plastic solution is found by satisfying both equations of equilibrium and boundary conditions. Orientation angles are chosen as 0°, 30°, 45°, 60° and 90°. Yielding starts at upper or lower surfaces of the beam at different distances from the free end for 30°, 45°, 60° orientation angles. Maximum residual stresses are obtained at the upper and lower surfaces of the beam. For the shear stress, maximum stress component is found around the x-axis.

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MDPI and ACS Style

ÖZCAN, R. Elastic-Plastic Stress Analysis in Thermoplastic Composite Cantilever Loaded by a Single Force. Math. Comput. Appl. 2000, 5, 77-89. https://doi.org/10.3390/mca5020077

AMA Style

ÖZCAN R. Elastic-Plastic Stress Analysis in Thermoplastic Composite Cantilever Loaded by a Single Force. Mathematical and Computational Applications. 2000; 5(2):77-89. https://doi.org/10.3390/mca5020077

Chicago/Turabian Style

ÖZCAN, R. 2000. "Elastic-Plastic Stress Analysis in Thermoplastic Composite Cantilever Loaded by a Single Force" Mathematical and Computational Applications 5, no. 2: 77-89. https://doi.org/10.3390/mca5020077

APA Style

ÖZCAN, R. (2000). Elastic-Plastic Stress Analysis in Thermoplastic Composite Cantilever Loaded by a Single Force. Mathematical and Computational Applications, 5(2), 77-89. https://doi.org/10.3390/mca5020077

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