1982
DOI: 10.1007/bf00012486
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Inherent stress biaxiality in various fracture specimen geometries

Abstract: Previous work by the authors has indicated that crack behaviour in PMMA (and thus probably in other materials as well) shows a secondary dependence on the degree of in-plane stress biaxiality, in addition to its established primary dependence on K~, the elastic stress intensity factor. Data published here shows the crack-length dependence of a parameter expressing the degree of stress biaxiality inherent to a number of standard specimen geometries. This should help to determine to what, if any, extent a given … Show more

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Cited by 362 publications
(148 citation statements)
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“…As seen in Table 2 The equation used to calculate the T stress was that given by Leevers and Radon [16] with K_= being used in all cases. The T stress showed some variation; the largest values being for the specimens tested at the high R values.…”
Section: Resultsmentioning
confidence: 99%
“…As seen in Table 2 The equation used to calculate the T stress was that given by Leevers and Radon [16] with K_= being used in all cases. The T stress showed some variation; the largest values being for the specimens tested at the high R values.…”
Section: Resultsmentioning
confidence: 99%
“…Different analytical and numerical methods including the higher-order weight function [246], the Green's function [247], the stress difference [248] and the FEA calculation [249,250] were developed to determine the T-stress for a variety of fracture specimens and geometries. In reference to the T-stress and K-factor, Leevers and Radon [251] introduced a biaxiality ratio parameter, B ¼ T ffiffiffiffiffiffi pa p =K I , that is widely used. For example, a through-thickness crack in an infinite plate subjected to a remote tensile stress r has the biaxiality ratio of B = T/r = À1, and thus the remote stress r induces a compressive T-stress equal in magnitude to the remote tensile stress in the direction parallel to the crack plane in the plate.…”
Section: The J-t Approachmentioning
confidence: 99%
“…Specimens having a positive T-stress have a higher constraint than those with a negative T-stress. The T-stress is proportional to the remote applied stress [4] and the constant of proportionality changes for different loading and boundary conditions. For example, for a centre-crack in an infinite plate under uniaxial tension, the T-stress at the crack tip equals 2s app where s app is the remote applied stress [4].…”
Section: Introductionmentioning
confidence: 99%