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A parametric study on the elastic-plastic deformation of a centrally heated two-layered composite cylinder with free ends

Yalçın F., Ozturk A., Gulgec M.

Archives of Mechanics

2016

Vol. 68, nr 3

203--228

In this paper, an elastic-plastic deformation of a centrally heated two-layered composite cylinder with free ends subjected to uniformly distributed internal energy generation within an inner cylinder is studied using Tresca’s yield condition and its associated flow rule. Stress, strain and displacement distributions in the composite cylinder made of elastic-perfectly plastic material are derived considering the influence of geometric parameters as well as material properties such as yield strength, modulus of elasticity, Poisson’s ratio, coefficient of thermal conduction and coefficient of thermal expansion. Yielding starts at the outer boundary or at the axis corresponding to an ‘edge regime’ of Tresca’s prism in both cases. Propagations of the plastic regions are studied due to an increase of a heat generation.

Elastic-plastic stress analysis of symmetric reinforced thermoplastic matrix laminated beams under a bending moment

Callioglu H., Aksoy S., Topcu M., Arman Y.

International Journal of Applied Mechanics and Engineering

2003

Vol. 8, no 4

559-575

In this study, an elastic-plastic stress analysis is carried out on symmetric steel fiber reinforced high density polyethylene thermoplastic matrix laminated beams under a bending moment. The Bernoulli-Euler theory is used. The orientation angles are chosen as (90o/0o)2, (30o/-30o)2, (45o/-45o)2 and (60o/-60o)2. The composite material is assumed to be linearly hardening. The stress component 'sigma'x is to be maximum at the upper and lower surfaces in the elastic-plastic solution. The residual stress component 'sigma'x is found to be highest at the upper and lower surfaces. However, when the plastic region is further expanded the residual stress component 'sigma'x is found to be the highest at the elastic and plastic boundaries. The plastic flow is to be maximum at the upper and lower surfaces for the (30o/-30o)2 orientation. The transverse displacement is obtained to be highest at the free end for the (90o/0o)2 orientation.