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2017
DOI: 10.1016/j.ijsolstr.2017.01.035
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Dynamic fracture analysis by explicit solid dynamics and implicit crack propagation

Abstract: Combining time-dependant structural loading with dynamic crack propagation is a problem that has been under consideration since the early days of fracture mechanics.Here we consider a method to deal with this issue, which combines a set-valued opening-rate-dependant cohesive law, a quasi-explicit solver and the eXtended Finite Element Method of representing a crack. The approach allows a propagating crack to be mesh-independent while also being dynamically informed through a quasi-explicit solver. Several well… Show more

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Cited by 14 publications
(11 citation statements)
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“…Crack growth starts at a nonzero crack speed V i . During crack growth, the crack speed V is related to the energy release rate G according to a phenomenological relation which possesses three features: (1) the crack speed has an asympototic maximum value V m [46,47]; (2) the V(G) curve has a positive slope, representing the influence of increased microcracking on the fracture toughness [7,46,48]; (3) the crack speed jumps from a finite value V a to zero when the energy release rate drops below the crack arrest toughness G a [49]. The crack initiation point is not on the curve characterizing the dynamic crack growth criterion is possibly due to bluntness of the initial crack, intrinsic rate dependence of the material, or inertia effects [46].…”
Section: Crack Speedmentioning
confidence: 99%
“…Crack growth starts at a nonzero crack speed V i . During crack growth, the crack speed V is related to the energy release rate G according to a phenomenological relation which possesses three features: (1) the crack speed has an asympototic maximum value V m [46,47]; (2) the V(G) curve has a positive slope, representing the influence of increased microcracking on the fracture toughness [7,46,48]; (3) the crack speed jumps from a finite value V a to zero when the energy release rate drops below the crack arrest toughness G a [49]. The crack initiation point is not on the curve characterizing the dynamic crack growth criterion is possibly due to bluntness of the initial crack, intrinsic rate dependence of the material, or inertia effects [46].…”
Section: Crack Speedmentioning
confidence: 99%
“…Then the determined K 0 I (t) and the corresponding velocity are substituted into Eqs. (9) and (1), the crack propagation DSIF, K d I (t), can be acquired. In addition, the crack propagating velocity v(t) used in the calculation process is the crack extending velocity corrected by the fractal method.…”
Section: Calculation Methods Of Dsifsmentioning
confidence: 99%
“…Recently the fracture characteristics in a pre-existing crack rock under impact loads have been discussed in many research works [7][8][9][10][11][12][13][14][15][16][17]. A large number of investigations based on laboratory experimental tests have been conducted to study the mechanisms.…”
Section: Introductionmentioning
confidence: 99%
“…An implicit solver was used for the finite element analysis. Implicit solutions are based on quantities calculated in the previous time step (backward Euler time scheme), which means even for large time steps the solution remains stable (unconditionally stable) [41]. In modeling fracture mechanics for laminated composite where both tensile and shear failure are common, a fracture criterion for predicting mode I, mode II, and mixed-mode I/II fracture onset is needed.…”
Section: Finite Element Analysismentioning
confidence: 99%