采用Gleeble-1500热模拟压缩试验获得了高强硼钢在880～1000℃、0.01～10 s1、最大变形55％条件下的真应力-真应变曲线,通过对试验数据的处理和分析,研究了高强硼钢在试验条件下的软化机制及动态再结晶临界条件.结果表明:利用真应力-真应变曲线来判断高强硼钢的软化机制存在宏观判断误区,通过分析θ-σ曲线和晶粒金相可以发现,高强硼钢在本文变形条件下均可以发生动态再结晶;通过lnθ-ε曲线拐点及-a(lnθ)/Oε-ε曲线最小值判据可以确定高强硼钢动态再结晶临界应变,进而通过σ-ε曲线可以获得临界应力;随变形温度降低或应变速率提高,动态再结晶临界应力或应变值随之提高,且临界应力/应变与峰值应力/应变之间存在如下关系:σc=0.92σp,εc=0.57εp;临界应力/应变与变形条件的关系分别为:σc=17.4048lnZ-450.2409,εc =0.0195lnZ-0.4710.
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