1962
DOI: 10.1115/1.3640649
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Crack-Extension Force for a Part-Through Crack in a Plate

Abstract: The crack stress-field parameter K and crack-extension force G at boundary points of a flat elliptical crack may be derived from knowledge that normal tension produces an ellipsoidal crack opening. Rough correction procedures can be employed to adapt this result for application to a part-through crack in a plate subjected to tension. Experimental measurements suggest this adapted result has a useful range of accuracy.

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Cited by 670 publications
(192 citation statements)
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“…Sin [22] has discussed this point in detail in connection with the finite thickness crack problem. This difficulty is clearly evidenced by the variation among results [6,9,10] published on the semi-circular and semi-el 1iptical surface crack problems. In [6,9], the maximum value of the stress-intensity factor was found to be on the free surface, whereas in [10] the maximum occurred at the utmost interior point of the crack front.…”
Section: Surface Crack Problemmentioning
confidence: 92%
“…Sin [22] has discussed this point in detail in connection with the finite thickness crack problem. This difficulty is clearly evidenced by the variation among results [6,9,10] published on the semi-circular and semi-el 1iptical surface crack problems. In [6,9], the maximum value of the stress-intensity factor was found to be on the free surface, whereas in [10] the maximum occurred at the utmost interior point of the crack front.…”
Section: Surface Crack Problemmentioning
confidence: 92%
“…The strain energy release rate can be measured directly from the work done to propagate a sub-critical crack [9], and it has long been the practice to calculate the SIF from the applied loads using analytical solutions or finite element methods with knowledge of the specimen geometry and applied load or displacement boundary conditions [10,11]. Elastic-plastic fracture mechanics also enables the extraction of the SIF or strain energy release rate via measurements of the crack opening displacements [12][13][14]. However, in some cases these standard solutions can be inadequate or inaccurate.…”
Section: Introductionmentioning
confidence: 99%
“…A similar result from a simpler analysis by Irwin 27 suggests that the specimen could be analyzed as a semi-infinite plate with only crack width, depth, and specimen thickness as the governing linear dimensions.…”
Section: Finite Element Analysismentioning
confidence: 65%