2017
DOI: 10.1002/zamm.201600286
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Modelling of cyclic creep in the finite strain range using a nested split of the deformation gradient

Abstract: A new phenomenological model of cyclic creep, which is suitable for applications involving finite creep deformations of the material, is proposed. The model accounts for the effect of the transient increase of the creep strain rate upon the load reversal. In order to extend the applicability range of the model, the creep process is fully coupled to the classical Kachanov-Rabotnov damage evolution. As a result, the proposed model describes all the three stages of creep. Large strain kinematics is described in a… Show more

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Cited by 20 publications
(10 citation statements)
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“…For simplicity, the small strain framework is implemented. However, the developed models can be generalized to large strains using the methodology from [21,33,39,34]. For phenomenological material description, three types of combined isotropic-kinematic hardening models are used here: the models of Armstrong-Frederick (AF), the first, and the second Ohno-Wang models (OW-I and OW-II).…”
Section: Materials Modelsmentioning
confidence: 99%
“…For simplicity, the small strain framework is implemented. However, the developed models can be generalized to large strains using the methodology from [21,33,39,34]. For phenomenological material description, three types of combined isotropic-kinematic hardening models are used here: the models of Armstrong-Frederick (AF), the first, and the second Ohno-Wang models (OW-I and OW-II).…”
Section: Materials Modelsmentioning
confidence: 99%
“…Phenomenological models also attributed the reverse plastic flow to the presence of back-stress, e.g. (Shutov et al, 2017). However, the mechanistic basis of the strain reduction phenomenon in titanium alloys has yet to be systematically studied at the dislocation scale, notably for loading cycles containing temperature excursions.…”
Section: Introductionmentioning
confidence: 99%
“…16,17 To analyze inelastic material and structural responses, efficient numerical time step and iteration algorithms are developed and utilized inside finite element codes. [18][19][20][21][22] Examples of inelastic structural analysis of power plant components are presented in the literature 4,5,13 illustrating local changes of stress state for given external thermo-mechanical loading profiles. For the analysis of structural behavior over many loading/unloading cycles, a direct numerical solution would require computationally expensive cycle-by-cycle integration with relatively small time steps.…”
Section: Introductionmentioning
confidence: 99%