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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 50
INNOVATION IN COMPUTER METHODS FOR CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping and M.B. Leeming
Paper V.1
Influence of Various Hypotheses on the Fatigue Life Evaluation of a Cracked Round Bar N. Couroneau and J. Royer
Laboratory of Mechanics and Materials, Ecole Centrale de Nantes, Nantes, France N. Couroneau, J. Royer, "Influence of Various Hypotheses on the Fatigue Life Evaluation of a Cracked Round Bar", in B.H.V. Topping, M.B. Leeming, (Editors), "Innovation in Computer Methods for Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 65-71, 1997. doi:10.4203/ccp.50.5.1
Abstract
Cylindrical bodies are parts of many engineering structures
such as cables, composites and concrete constructions. The
fatigue growth analysis of surface cracks in these components
is of great interest to the safe design of the whole structure.
The problem is very complex since a three-dimensional
computation is necessary to obtain the values of the stress
intensity factors along the crack front.
However, some simplifications come from the observation of cracked round bars subjected to tension or bending loadings. When the crack is deep enough, the opening mode becomes preponderant and the direction of propagation is perpendicular to the bar axis. More precisely, the geometry of the crack front may be approached by an elliptical-arc intersecting the outer surface at nearly right angles. A numerical model using the finite element method is developed. The stress intensity factor computations are compared with solutions from other works, then the fatigue crack propagation is examined by applying the Paris-Erdogan law. Finally, other assumptions referring to the crack front geometry and the stress intensity factor distribution are added to the initial model, and their effect on the fatigue life prediction and on the evolution of different parameters is discussed. purchase the full-text of this paper (price £20)
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