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Nonlinear viscoelastic analysis of thick-walled cylindrical composite pipes

Title
Nonlinear viscoelastic analysis of thick-walled cylindrical composite pipes
Type
Article in International Scientific Journal
Year
2010
Authors
Rui M. Guedes
(Author)
FEUP
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Journal
Vol. 52 No. 8
Pages: 1064-1073
ISSN: 0020-7403
Publisher: Elsevier
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Publicação em ISI Web of Science ISI Web of Science
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INSPEC
Scientific classification
FOS: Engineering and technology > Mechanical engineering
Other information
Authenticus ID: P-003-4C3
Abstract (EN): This paper analyzes the effect of the polymer matrix non-viscoelastic behaviour in the mechanical behaviour of thick multilayered cylinders. The original contribution of this work is to provide novel approximate analytical solutions to compute the time-dependent internal stress state through the pipe thickness within the framework of nonlinear viscoelasticity theory. The structures considered are thick, multilayered anisotropic infinitive long cylinders subjected to axisymmetric mechanical loading. Under such conditions there is an exact elastic solution which naturally satisfies equilibrium, strain-displacement, compatibility and boundary conditions for the stated constitutive equations and loading. Due to the continuous stress variations through the cylinder thickness, the proposed nonlinear viscoelastic solution assumes the averaged stress state to calculate the nonlinear elastic and viscoelastic factors in each layer. Furthermore, the solution is obtained assuming that the creep strains, within each layer, are constant through the thickness. The proposed algorithm converges to the exact solution when the number of layers is artificially increased. For the linear viscoelastic case, the proposed solution proved to match the exact known solution for isotropic viscoelastic materials. Finally several invented cases are run to illustrate the importance of the viscoelasticity phenomenon on the internal stress field in thick-laminated cylinders.
Language: English
Type (Professor's evaluation): Scientific
Contact: rmguedes@fe.up.pt
No. of pages: 10
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