2017
DOI: 10.1016/j.engfracmech.2017.03.025
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3D numerical modelling of twisting cracks under bending and torsion of skew notched beams

Abstract: The testing of mode III and mixed mode failure is every so often encountered in the dedicated literature of mechanical characterization of brittle and quasi-brittle materials. In this work, the application of the mixed strain displacement ε − u finite element formulation to three examples involving skew notched beams is presented. The use of this FE technology is effective in problems involving localization of strains in softening materials.The objectives of the paper are: (i) to test the mixed formulation in … Show more

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Cited by 27 publications
(10 citation statements)
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“…Computed results show good agreement with the experimental surface reported in [38]. The Drucker-Prager criterion is also considered to perform better than Rankine's for mixed mode fracture in references [25,32].…”
Section: Rankine Vs Drucker-prager Damage Criteriasupporting
confidence: 72%
See 1 more Smart Citation
“…Computed results show good agreement with the experimental surface reported in [38]. The Drucker-Prager criterion is also considered to perform better than Rankine's for mixed mode fracture in references [25,32].…”
Section: Rankine Vs Drucker-prager Damage Criteriasupporting
confidence: 72%
“…This formulation is presented in detail in reference [25]. For more details, references [20,21,24,32] are suggested.…”
Section: Mixed Fe For Strain Localizationmentioning
confidence: 99%
“…-It is fully variationally consistent [49,50] -It can be formulated for small or finite displacements or/and kinematics [52,53] -It applies equally to 2D and 3D problems [51] -It is not restricted to a particular FE interpolation, it can be used with triangles/tetrahedra, quadrilaterals/hexahedra or prisms of any order [49-51] -It is not dependent on the choice of the constitutive equation, it can be applied both for plasticity and/or damage models of any kind [51,54] -It can consider isotropic or directional inelastic behavior [55] -It can address quasi-incompressible situations, including the incompressible limit [51,56] -It can accommodate rate-dependent viscid effects, linear or non-linear -It can be extended to include inertial forces in dynamics, or multi-physics phenomena in coupled problems [53] Also, and regarding cracking problems:…”
Section: Introductionmentioning
confidence: 99%
“…-It follows the classical local constitutive mechanics framework [50] -It can model Mode I (extension), Mode II (shear) and Mode III (tearing) and mixedmode fracture [51,55] -It can model structural size effect in quasi-brittle failure [54] -It can accommodate orthotropic damage models with unilateral, crack-closing effects -It does not require auxiliary crack tracking techniques [49][50][51] With reference to the above mentioned alternatives for the computational modeling of quasi-brittle cracks, the mixed finite element formulation here presented fits into the continuous approach, as the crack is represented at constitutive level using a local stress vs. strain relationship. Therefore, the separation between the two opposite sides of the crack is modelled through continuous (linear) displacement and strain fields.…”
Section: Introductionmentioning
confidence: 99%
“…The Brokenshire torsion test has attracted large attention from the computational mechanics community [38][39][40][41][42][43][44][45][46] since the experimentally reported results, consisting of a nonplanar curved crack trajectory (Figure 23), are challenging for those numerical methods aiming to simulate 3D nonplanar crack propagation. Here we are presenting some numerical results obtaining by using the strain injection techniques and a Rankine plasticity model.…”
Section: Brokenshire Torsion Testmentioning
confidence: 99%