2017
DOI: 10.1016/j.tafmec.2017.04.006
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Mesoscale fracture of a bearing steel: A discrete crack approach on static and quenching problems

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Cited by 9 publications
(3 citation statements)
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“…In this context, the free energy is defined by ψ =ψ ε, θ, ∇θ, ε p , κ, ξ i :=ψ ε te , θ, ∇θ, ε p , κ, ξ i (43) and consequentlyψ…”
Section: Enhanced Theorymentioning
confidence: 99%
See 1 more Smart Citation
“…In this context, the free energy is defined by ψ =ψ ε, θ, ∇θ, ε p , κ, ξ i :=ψ ε te , θ, ∇θ, ε p , κ, ξ i (43) and consequentlyψ…”
Section: Enhanced Theorymentioning
confidence: 99%
“…Various classification schemes, based on thermodynamics, microstructure or mechanism, have been discussed from a practical and fundamental point of view by Ågren [41]. For example, it is normal in the heat treating community [28,29,42,43] to split the transformations into two different groups: (i) the diffusive transformations, commonly assessed with the Johnson-Mehl-Avrami model [44,45], and (ii) the non-diffusive transformations, dealing with the martensitic transformation, following Koistinen-Marburger model [46].…”
Section: Phase Transformations In the Microscalementioning
confidence: 99%
“…In the previous studies, the embedded finite element method (E‐FEM) is used to describe the discontinuities by embedding a displacement discontinuity model in the element . To model the thermomechanical fracture processes of the concrete, the zero‐thickness interfaces, which are obtained by a proper node duplication and update of the finite element connectivity matrix, are employed to capture the cracks . To model the microstructure, the lattice‐particle model is proposed, in which each element of the lattice is considered as a beam element with three degrees of freedom per node, and the discontinuity of the structure is described by the failure of the beam .…”
Section: Introductionmentioning
confidence: 99%