2007
DOI: 10.1016/j.ijsolstr.2006.09.002
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The out-of-plane constraint of mixed-mode cracks in thin elastic plates

Abstract: The out-of-plane constraint factor, T z , around I-II mixed-mode cracks in a thin elastic plate has been investigated systematically and a K-T z two-parameter description of the three-dimensional (3D) stress field near the crack front has been evaluated using the boundary layer model and the finite element method. The T z factor for I-II mixed-mode cracks depends not only on T zI for the pure tensile mode and T zII for the pure shear mode loading but also on the ratio of the thickness functions for the local s… Show more

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Cited by 59 publications
(37 citation statements)
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“…The crack tip stress intensity factor for the case of a finite thickness plate is determined by Equation (9). The present results are identical to the through-the-thickness average of the values presented by She and Guo [2007b] and Nakamura and Parks [1988] for semiinfinite cracks. Figure 2.…”
Section: Results For the Out-of-plane Stresssupporting
confidence: 89%
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“…The crack tip stress intensity factor for the case of a finite thickness plate is determined by Equation (9). The present results are identical to the through-the-thickness average of the values presented by She and Guo [2007b] and Nakamura and Parks [1988] for semiinfinite cracks. Figure 2.…”
Section: Results For the Out-of-plane Stresssupporting
confidence: 89%
“…Again a semiinfinite crack model has been used. The mid-thickness FE results by She and Guo [2007b] are given and they show a good agreement with the present results. Results for the ratio of the average crack tip stress intensity factor to the far-field stress intensity factor are shown in Figure 3 as a function of Poisson's ratio.…”
Section: Results For the Out-of-plane Stresssupporting
confidence: 85%
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“…Fig. 5 shows how the ratios K Imax /K I,2D and K Imp /K I,2D vary with B/a, and compares them with the long crack SIF-dominated limit solution from She and Guo [20]. The maxima SIF tend to the long crack solution for cracks with very low B/a, and the middle plate SIF KImp tend to the limit 2D solution KI,2D as B/a becomes large and the cracks get shorter.…”
Section: Fe Models For Cracks At the Border Of Large Platesmentioning
confidence: 99%