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BAUSCHINGER EFFECT AND DISLOCATION STRUCTURE IN STAINLESS STEEL DURING CYCLIC DEFORMATION |
XIA Yuebo;WANG Zhongguang;DU Xiukui Institute of Metal Research; Academia Sinica; Shenyang |
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Cite this article:
XIA Yuebo;WANG Zhongguang;DU Xiukui Institute of Metal Research; Academia Sinica; Shenyang. BAUSCHINGER EFFECT AND DISLOCATION STRUCTURE IN STAINLESS STEEL DURING CYCLIC DEFORMATION. Acta Metall Sin, 1988, 24(4): 221-227.
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Abstract Cyclical deformation in symmetrical push-pull mode was carriedout on a Cr-Mn-N stainless steel at room temperature in air using a Schenck Hy-dropuls machine. The total strain amplitude which was kept constant during thetest ranges from ±0.004 to ±0.012. The 0.2% offset yield stress σ_(0.2f) in tensile andσ_(0.2r) in compressive and peak stress were measured after various cycles. The Bausch-inger strength differential factor(BSDF) was then calculated from σ_(0.2f) and σ_(0.2r). TheΔE was also calculated from hysteresis loop areas for various cycles. These parame-ters, BSDF, σ and ΔE appear to have two distinctively different stages. The dislocation structures were observed using TEM in specimens deformed cy-clically for various cycles. The observation shows that the dislocations pile-up main-ly at grain boundaries and there exists large amount of deformation twins. Thenitrogen content of 0.25 wt-% places the alloy in the low stacking fault energyregime. Cross-slip and climb are thereform rather difficult to occur during the cy-clic deformation at room temperature, and well-defined dislocation cells and wallscan only be seen at the final stage of fatigue.
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Received: 18 April 1988
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