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2013
DOI: 10.1016/j.actamat.2013.05.017
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On the evolution and modelling of lattice strains during the cyclic loading of TWIP steel

Abstract: The evolution of lattice strains in fully annealed Fe-24Mn-3Al-2Si-1Ni-0.06C twinning-induced plasticity (TWIP) steel is investigated via in situ neutron diffraction during cyclic (tension-compression) loading between strain limits of ±1%. The pronounced Bauschinger effect observed upon load reversal is accounted for by a combination of the intergranular residual stresses and the intragranular sources of back stress, such as dislocation pile-ups at the intersection of stacking faults. The recently modified ela… Show more

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Cited by 41 publications
(35 citation statements)
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References 57 publications
(93 reference statements)
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“…As seen in Fig. 1c and detailed in [3], tension-compression asymmetry is expected in materials that deform by twinning due to their inherently lower yield stress in uniaxial tension compared to compression [15]. Here Case I captures the asymmetric behaviour between tension and compression as it accounts for both, the irreversibility of twinning and Schmid factor considerations wherein not all the twinning systems activated during tension are activated during compression [15].…”
Section: Resultsmentioning
confidence: 99%
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“…As seen in Fig. 1c and detailed in [3], tension-compression asymmetry is expected in materials that deform by twinning due to their inherently lower yield stress in uniaxial tension compared to compression [15]. Here Case I captures the asymmetric behaviour between tension and compression as it accounts for both, the irreversibility of twinning and Schmid factor considerations wherein not all the twinning systems activated during tension are activated during compression [15].…”
Section: Resultsmentioning
confidence: 99%
“…In the EPSC model [5], the elastic response of the individual grains is described by the single crystal elastic constants (C11 = 161.5 GPa, C12 = 110.3 GPa and C44 = 133.3 GPa) [3], whereas the plastic response is described by activating the various deformation systems (s) at predetermined values of the critical resolved shear stress (CRSS). The CRSS evolves with the total accumulated shear strain ( …”
Section: Elasto-plastic Self-consistent Modelingmentioning
confidence: 99%
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