采用Gleeble-1500D热/力模拟实验机进行拉伸实验,测试20CrMnTi钢650-1050℃温度范围柱状晶区内的应力-应变曲线、高温强度、硬化系数及热塑性,研究了铸坯各高温力学性能参量与取样位置的关系.结果表明,随着距铸坯表面距离的增加,铸坯抗拉强度降低,低温(650℃)下的硬化系数明显增大;750℃时,1#、2#和3#试样的断面收缩率均达到最低,约为60％;取样位置由1#试样变为3#试样时,铸坯裂纹敏感区宽度保持在150℃左右,温度区间整体向低温区移动约17℃.以1#试样为参考,矫直过程中的铸坯表面温度应控制在825℃以上.
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