2020
DOI: 10.1002/mdp2.139
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Stress intensity factor evaluation for central oriented cracks by stress dead‐zone concept

Abstract: The concept of the stress dead zone (SDZ) at the crack vicinity of a plate submitted to a uniform tensile condition is key in the simplification of fracture characterization, in particular, in the calculation of the stress intensity factor (SIF). The stress field close to a crack face can be negligible in any structure, and thus, the corresponding region would be discarded from the initial structural component contributing to suppress the crack tip singularity. The computation of the Griffith compliance method… Show more

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Cited by 3 publications
(7 citation statements)
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“…Recently, the authors analytically investigated the SDZ in finite plates with central oriented cracks. 21 The dead zone was geometrically characterised following the slant angle respecting the tensile loading direction (θ) and the height of dead zone in the projected horizontal crack which has been introduced as αa. In addition, a new alternative analytical solution on the mode I SIF has been suggested relying on the Griffith theory, 19 which is of interest in the present study.…”
Section: Analysis and Resultsmentioning
confidence: 99%
See 4 more Smart Citations
“…Recently, the authors analytically investigated the SDZ in finite plates with central oriented cracks. 21 The dead zone was geometrically characterised following the slant angle respecting the tensile loading direction (θ) and the height of dead zone in the projected horizontal crack which has been introduced as αa. In addition, a new alternative analytical solution on the mode I SIF has been suggested relying on the Griffith theory, 19 which is of interest in the present study.…”
Section: Analysis and Resultsmentioning
confidence: 99%
“…As stated, the below equations are accordingly employed here to acquire the analytical SIF K SDZ I À Á following the compliance function together with SDZ hypothesis. 21 Figure 4 depicts a physical meaning of the SDZ notation for the finite plate with a slant notch.…”
Section: Analysis and Resultsmentioning
confidence: 99%
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