2016
DOI: 10.1080/02670836.2015.1131959
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Crystal plasticity-based modelling of grain size effects in dual phase steel

Abstract: With decreasing grain size, the strength of steel increases due to the well-known Hall–Petch type effects, which is generally neglected in the classical crystal plasticity-based models. In the present work, the classical crystal plasticity-based model has been modified to incorporate the grain size effect. Validation of the present model was carried out with the published experimental results of a dual phase steel and, it was found to be possible to predict the grain size effects quite accurately using the mod… Show more

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Cited by 14 publications
(12 citation statements)
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“…The processing conditions were adjusted so that the To include the variation of microstructure, the coefficients were determined as a function of microstructure. The elastic constants (C 11 , C 12 , and C 44 ), critical resolved shear stress (g 0 ), and strain hardening modulus (h 0 ) were determined from the stress-strain relationships, based on the tensile test results, as in Verma and Biswas's method [36]. This approach estimated the coefficients by trial and error until it achieved an appreciable fit with the experimental data.…”
Section: Methodsmentioning
confidence: 99%
“…The processing conditions were adjusted so that the To include the variation of microstructure, the coefficients were determined as a function of microstructure. The elastic constants (C 11 , C 12 , and C 44 ), critical resolved shear stress (g 0 ), and strain hardening modulus (h 0 ) were determined from the stress-strain relationships, based on the tensile test results, as in Verma and Biswas's method [36]. This approach estimated the coefficients by trial and error until it achieved an appreciable fit with the experimental data.…”
Section: Methodsmentioning
confidence: 99%
“…The grain aggregates were chosen to match the overall scale of the specimens. The material constant (in this paper consider critical resolved shear stress) were adjusted as per Verma and Biswas [25] to account for the length-scale effects. The overall shear strain rate and stress results were the average of all 150 models respectively for two classes of microstructure.…”
Section: Crystal Plasticity Finite Element Modelmentioning
confidence: 99%
“…The critical resolved shear stress change for different material grades was determined with the tensile test stress and strain response, as per Verma and Biswas's recent work [25]. The critical resolved shear stress can be determined by comparing the stress and strain responses of CPFEM to the tensile test results.…”
Section: Determination Of the Elastic Constant And Critical Resolved mentioning
confidence: 99%
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“…The idea is to introduce an empirical rather physics-based modification that will produce a desired macroscopic polycrystalline response [41][42][43][44].…”
Section: Introduction Of Length Scale Into Crystal Plasticitymentioning
confidence: 99%