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A Simple Model for the Evaluation of Constitutive Laws for the Computer Simulation of Fatigue-Driven Delamination in Composite Materials
Structural Durability & Health Monitoring 2009, 5(2), 161-190. https://doi.org/10.3970/sdhm.2009.005.161
Abstract
This paper presents a simple mathematical model to investigate various formulations of interface elements which are used to simulate fatigue driven delamination in composite materials. To illustrate the effectiveness of the model it is used to evaluate the performance of several different static constitutive laws and damage definitions coupled with a particular fatigue degradation strategy. It is shown that the model can be used to readily assess the robustness and reliability of the different formulations by examining hundreds of thousands of sets of parameter values in a rational and efficient manner.Cite This Article
APA Style
Galvanetto, U., Robinson, P., Cerioni, A., Armas, C.L. (2009). A simple model for the evaluation of constitutive laws for the computer simulation of fatigue-driven delamination in composite materials. Structural Durability & Health Monitoring, 5(2), 161-190. https://doi.org/10.3970/sdhm.2009.005.161
Vancouver Style
Galvanetto U, Robinson P, Cerioni A, Armas CL. A simple model for the evaluation of constitutive laws for the computer simulation of fatigue-driven delamination in composite materials. Structural Durability Health Monit . 2009;5(2):161-190 https://doi.org/10.3970/sdhm.2009.005.161
IEEE Style
U. Galvanetto, P. Robinson, A. Cerioni, and C.L. Armas, “A Simple Model for the Evaluation of Constitutive Laws for the Computer Simulation of Fatigue-Driven Delamination in Composite Materials,” Structural Durability Health Monit. , vol. 5, no. 2, pp. 161-190, 2009. https://doi.org/10.3970/sdhm.2009.005.161
Copyright © 2009 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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