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contributor authorR. G. Forman
contributor authorV. E. Kearney
contributor authorR. M. Engle
date accessioned2017-05-08T23:55:10Z
date available2017-05-08T23:55:10Z
date copyrightSeptember, 1967
date issued1967
identifier issn0098-2202
identifier otherJFEGA4-27300#459_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119634
description abstractAn improved theory is proposed for the crack-growth analysis of cyclic-loaded structures. The theory assumes that the crack tip stress-intensity-factor range, ΔK, is the controlling variable for analyzing crack-extension rates. The new theory, however, takes into account the load ratio, R, and the instability when the stress-intensity factor approaches the fracture toughness of the material, Kc . Excellent correlation is found between the theory and extensive experimental data. A computer program has been developed using the new theory to analyze the crack propagation and time to failure for cyclic-loaded structures.
publisherThe American Society of Mechanical Engineers (ASME)
titleNumerical Analysis of Crack Propagation in Cyclic-Loaded Structures
typeJournal Paper
journal volume89
journal issue3
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.3609637
journal fristpage459
journal lastpage463
identifier eissn1528-901X
keywordsNumerical analysis
keywordsCrack propagation
keywordsStress
keywordsFracture (Materials)
keywordsComputer software
keywordsFailure AND Fracture toughness
treeJournal of Fluids Engineering:;1967:;volume( 089 ):;issue: 003
contenttypeFulltext


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