1 测量原理
1.1 SHPB测量原理
1.2 DIC测量原理
2 不同材料的DIC动态测试方法
2.1 散斑制作方法
图3 基于表面纹理信息的岩石变形测量方法的步骤(Zhang et al.,2023)method of rocks based on surface texture information(Zhang et al.,2023) Fig.3 Procedure of the deformation measurement |
2.2 材料力学性质对DIC测量的影响
3 DIC技术在SHPB试验中的发展与应用
图4 SHPB结合DIC的测量系统示意图(杨仁树等,2020)of SHPB combined with DIC(Yang et al.,2020) Fig.4 Schematic diagram of measurement system |
3.1 应变和位移的测量
图5 2种测量技术获得的不同生物复合材料的应变时间历史(冲击荷载为103.42 kPa) (Pandya et al.,2019)composites obtained using two measurement techniques (striker bar pressure is 103.42 kPa)(Pandya et al.,2019) Fig.5 Strain-time history of different biomimetic |
图6 冲击作用下3种砂岩试件垂直方向的应变局部化演变过程(邢灏喆等,2021)Fig.6 Evolution process of vertical strain localization for three types of sandstone specimens under impact loading |
3.2 应力测量
图7 2种测量技术在应变率为950 s-1时的动态应力—应变曲线(Dave et al.,2018)Fig.7 Dynamic stress-strain curves of two measurement techniques at the strain rate of 950 s-1(Dave et al.,2018) |
图8 试件两端应力同步测量原理图(谢倍欣等,2014)Fig.8 Schematic diagram of synchronous stress measurement at both ends of the test specimen(Xie et al.,2014) |

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