TECHNICAL PAPERS
Feb 14, 2003

Creep of Polymer Matrix Composites. II: Monkman-Grant Failure Relationship for Transverse Isotropy

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Publication: Journal of Engineering Mechanics
Volume 129, Issue 3

Abstract

This research concerns polymer matrix composite (PMC) materials having long or continuous reinforcement fibers embedded in a polymer matrix. The objective is to develop comparatively simple, designer friendly constitutive equations intended to serve as the basis of a structural design methodology for this class of PMC. Here (Part II), the focus is on extending the damage/failure model of an anisotropic deformation/damage theory presented earlier. A companion paper (Part I) by the writers deals with creep deformation of the same class of PMC. The extension of the damage model leads to a generalization of the well known Monkman/Grant relationship to transverse isotropy. The usefulness of this relationship is that it permits estimates of (long term) creep rupture life on (short term) estimates of creep deformation rate. The current extension also allows estimates of failure time for various fiber orientations. Supporting exploratory experiments are defined and conducted on thin-walled specimens fabricated from a model PMC. A primary assumption in the damage model is that the stress dependence of damage evolution is on the transverse tensile and longitudinal shear traction acting at the fiber/matrix interface. We conjecture that a supplemental mechanism of failure is the extensional strain in the fiber itself. The two postulated mechanisms used in conjunction suggest that an optimal fiber angle may exist in this class of PMC, maximizing the time to creep failure.

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References

Binienda, W. K., and Robinson, D. N.(1991). “Creep model for metallic composites based on matrix testing.” J. Eng. Mech., 117(3), 624–639.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 129Issue 3March 2003
Pages: 318 - 323

History

Accepted: Aug 13, 2002
Received: Oct 8, 2002
Published online: Feb 14, 2003
Published in print: Mar 2003

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Authors

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W. K. Binienda, M.ASCE
Professor, Civil Engineering Dept., Univ. of Akron, Akron, OH 44325-3905.
D. N. Robinson
Professor Emeritus, Civil Engineering Dept., Univ. of Akron, Akron, OH 44325-3905.
M. B. Ruggles
Research Staff Member, Oak Ridge National Laboratory, P.O. Box 2009, Oak Ridge, TN 37831-8051.

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