2006
DOI: 10.1007/s10778-006-0100-5
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A criterion for the onset of growth of two shear cracks in an elastic body under plane-strain conditions

Abstract: The Wiener-Hopf method is used to find a solution to a symmetric problem that gives a criterion for the onset of growth of long shear cracks emanating from a corner point on the boundary of a hole and filled with a plastic material Keywords: shear crack, elastic body, corner point, hole, plastic material Establishing criteria for the growth of shear cracks based on the use of modern approaches of fracture mechanics [10][11][12][13][14] is of great importance for rock mechanics, tectonics, and composite mechani… Show more

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Cited by 8 publications
(5 citation statements)
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“…The other problem is problem K. Since its solution is well known, it is sufficient to solve the former problem. To find its exact solution, we will use the Wiener-Hopf method in combination with the Mellin transform [5,7,13].…”
Section: Introductionmentioning
confidence: 99%
“…The other problem is problem K. Since its solution is well known, it is sufficient to solve the former problem. To find its exact solution, we will use the Wiener-Hopf method in combination with the Mellin transform [5,7,13].…”
Section: Introductionmentioning
confidence: 99%
“…Recently, there has been considerable success in the understanding of the deformation and fracture of piecewise-homogeneous cracked bodies under static loading [5,6,8,9,11]. Unfortunately, there are very few problem solutions for compound bodies with cracks under dynamic loading.…”
Section: Introductionmentioning
confidence: 99%
“…3, K C »700 kg/mm 3/2 is maximum and K IC »300 kg/mm 3/2 is minimum. Thus, their ratio is 2.3, which is the middle of the intervals (14) and (15).…”
mentioning
confidence: 98%
“…Primarily, it was necessary to correct and estimate the stress state near a crack tip by retaining the subsequent regular terms of the stress field. The results obtained within the framework of the K T I - [6,16], J Q - [18,20,22], and J A -2 [17,21] concepts and other approaches [5,14,15] made it possible to estimate the effect of the regular terms of the stress field on the classical fracture strength characteristics. However, these two-parameter approaches failed to formulate a failure criterion that would relate these parameters.…”
mentioning
confidence: 99%