2003
DOI: 10.1016/s0020-7683(03)00392-5
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Effect of specimen size and crack depth on 3D crack-front constraint for SENB specimens

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Cited by 40 publications
(25 citation statements)
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“…This is due to the plane strain assumption for the reference fields which does not hold in this case as also discussed for the J -Q-approach by Yuan and Brocks (c) (d) (1998). Similar observations using the J -A 2 -approach have been made for the crack tip fields in thin discs (Kim et al 2001) and SE(B) specimens (Kim et al 2003) close to the surface. From the viewpoint of stress field approximation, it can be concluded that the concepts lose their validity in this situation.…”
Section: Three-dimensional Analysis Of Fracture Mechanics Specimenssupporting
confidence: 78%
“…This is due to the plane strain assumption for the reference fields which does not hold in this case as also discussed for the J -Q-approach by Yuan and Brocks (c) (d) (1998). Similar observations using the J -A 2 -approach have been made for the crack tip fields in thin discs (Kim et al 2001) and SE(B) specimens (Kim et al 2003) close to the surface. From the viewpoint of stress field approximation, it can be concluded that the concepts lose their validity in this situation.…”
Section: Three-dimensional Analysis Of Fracture Mechanics Specimenssupporting
confidence: 78%
“…This suggests that Q cannot be used directly to describe the constraint effect on a J-R curve because its value varies on the resistance curve, as shown by Faleskog [264]. Accordingly, the J À A 2 three-term solution was used to characterize the elastic-plastic crack-tip fields for two-and three-dimensional geometries [274][275][276][277], and the parameter A 2 was used to quantify the constraint effect on the fracture toughness J c , J Ic and J-R curves for ductile materials [278,271,234,279].…”
Section: The J-q Theorymentioning
confidence: 99%
“…This parameter is not frequently used to analyze problems related to fracture mechanics. It was described in [20,21], where the authors tried to determine the difference between the distribution of stresses calculated numerically using a finite element method and those calculated according to the HRR solution recommended for the predominantly plane strain conditions. The author of this paper suggests that the use of the parameter Q pso is a good approach because it shows the difference between the actual distribution of stresses responsible for the crack opening and the distribution determined according to a theoretical solution for a case of the dominance of plane strain.…”
Section: Mgrabamentioning
confidence: 99%
“…A year later, Rice and Tracey [18] employed the ratio of the average stresses  m to the effective stresses  eff , calculated according to the Huber-Misses-Hencky (HMH) hypothesis,  m / eff . Some researchers have considered the influence of geometric constraints on the distribution of stresses for three-dimensional cases, analyzing the actual stresses responsible for the crack opening [19], or the differences between the actual description obtained through the FEM analysis and that obtained on the basis of the HRR solution for a case of plane strain [20,21]. It is difficult to discuss all the parameters in one article.…”
Section: Introductionmentioning
confidence: 99%