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高应变率下U71Mn轨钢动态力学性能研究 被引量:9

Studies on the Dynamic Behavior of U71Mn Rail Steel Under High Strain Rates
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摘要 本文采用分离式Hopkinson压杆(SHPB)装置和拉伸型SHB杆装置对U71Mn轨钢在应变率为10~2~10~3s^(-1)范围内的压缩和拉伸基本力学性能进行了研究。结果表明在高应变率压缩和拉伸情况下,U71Mn轨钢对应变率具有较强的敏感性,其敏感性随着应变率的提高而增加。因此,U71Mn轨钢是一种率相关材料。扫描电镜(SEM)的断口分析揭示了U71Mn轨钢产生应变率敏感性的原因。 Both Split-Hopkinson-Pressure Bar and Split-Hopkinson-Tensile Bar have been used to investigate the basic dynamic behavior of U71Mn rail steel under strain rates ranging from 10~2 to 10~3 s^(-1). It is demonstrated that U71Mn rail steel exhibits a definite strainrate sensitivity both in compression and in tension under high strain rates. This sensitivity to strain-rate increases with the rise of strain-rate. The experimental results show that U71Mn rail steel is a rate-dependent material. The micro-fractography obtained by SEM reveals the cause of the strain-rate sensitivity.
出处 《中国铁道科学》 EI CAS CSCD 北大核心 1992年第2期34-42,共9页 China Railway Science
关键词 轨钢 动态力学性能 应变率 rail steel, dynamic behavior, rate-dependent material, Split-Hopkinson bar apparatus,
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参考文献1

  • 1Theodore Nicholas. Tensile testing of materials at high rates of strain[J] 1981,Experimental Mechanics(5):177~185

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