2017
DOI: 10.1016/j.tafmec.2017.04.018
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Three-dimensional finite element analyses of T -stress for different experimental specimens

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Cited by 15 publications
(6 citation statements)
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“…SIFs and T-stress components can be evaluated by boundary collocation method and finite element method for different specimens with various geometries. 4,31,[33][34][35][36][37] Three-dimensional finite element method is adopted to analyze SIFs and T-stress components for CCP and CTS specimens, parameter settings under compression refer to our previous paper. 31 Based on our previous work, the wedge-shaped mesh element at crack tip and linear reduced integral three-dimensional element C3D8R are selected in ABAQUS software.…”
Section: Fracture Criterion Considering T-stressmentioning
confidence: 99%
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“…SIFs and T-stress components can be evaluated by boundary collocation method and finite element method for different specimens with various geometries. 4,31,[33][34][35][36][37] Three-dimensional finite element method is adopted to analyze SIFs and T-stress components for CCP and CTS specimens, parameter settings under compression refer to our previous paper. 31 Based on our previous work, the wedge-shaped mesh element at crack tip and linear reduced integral three-dimensional element C3D8R are selected in ABAQUS software.…”
Section: Fracture Criterion Considering T-stressmentioning
confidence: 99%
“…Besides, the connection mode between CTS specimen and fixture with finite element method is referred to our group's contribution in references. 4,38…”
Section: Fracture Criterion Considering T-stressmentioning
confidence: 99%
See 1 more Smart Citation
“…The differences between σxx stress fields can be described by the constraint parameter Tstress. The dimensionless parameter B (𝐵 = √ ) [24] is used in this paper; the values of B for K1 specimens are 0.45 and for K3 specimens are 0.23. So, the constraint of the K1 specimen is higher than that of the K3 specimen.…”
Section: Constraint Ahead Of Crack Tipmentioning
confidence: 99%
“…T-stress affects the plastic zone [7] and propagation direction [8]. A negative T-stress stabilizes the fracture path, which means that a minor disruption in the crack path is soon attenuated, whereas a positive T-stress emphasizes deviations, and crack initiation angle [9]. Miao et al [10] evaluated the role of T-stress on crack initiation and crack bottom plasticity through 3D finite element analysis of three specimens: CCP, CTS, and FPB.…”
Section: Introductionmentioning
confidence: 99%