Hopkinson压杆技术在中国的发展回顾

胡时胜; 王礼立; 宋力; 张磊

doi:10.11883/1001-1455(2014)06-0641-17

Hopkinson压杆技术在中国的发展回顾

doi: 10.11883/1001-1455(2014)06-0641-17

1.
中国科学技术大学近代力学系，安徽合肥 230027
2.
宁波大学力学和材料科学研究中心，浙江宁波 315211
3.
总参工程兵科研三所，河南洛阳 471023

详细信息

作者简介:
胡时胜(1945-), 男, 教授, 博士生导师

中图分类号: O347.1
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- 被引次数: 0
出版历程
- 收稿日期: 2014-09-10
- 刊出日期: 2014-11-25

Review of the development of Hopkinson pressure bar technique in China

1.
Department of Modern Mechanics, University of Science and Technology of China, Hefei 230026, Anhui, China
2.
Mechanics and Materials Science Research Center, Ningbo University, Ningbo 315211, Zhejiang, China
3.
The Third Engineering Scientific Research Institute of the Headquarters of the General Staff, Luoyang 471023, Henan, China

More Information

Corresponding author: Hu Shi-sheng, sshu@ustc.edu.cn

摘要

摘要: 简要回顾了Hopkinson压杆实验技术在中国的发展历程及推广应用。系统介绍了关于金属、高聚物、复合材料、脆性材料、混凝土及软材料、泡沫材料等材料的SHPB实验技术研究，并对相关材料的实验结果进行简要讨论。
- 固体力学 /
- 霍普金森压杆 /
- 实验技术 /
- 金属 /
- 高聚物 /
- 复合材料 /
- 脆性材料 /
- 混凝土 /
- 软材料 /
- 泡沫
Abstract: This paper briefly reviews the development and application of the Hopkinson pressure bar experimental technique in China.The research works on the SHPB experimental techniques related to metal, polymer, composite, brittle material, concrete, soft material and foam material are presented.The results of the SHPB tests are discussed.
- solid mechanics /
- Hopkinson pressure bar /
- experimental technique /
- metal /
- polymer /
- composite material /
- brittle material /
- concrete /
- soft material /
- foam material

HTML全文

图 1 J.Hopkinson的实验^[1]

Figure 1. The experiment by J.Hopkinson^[1]

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图 2 B.Hopkinson的实验^[2]

Figure 2. The experiment by B.Hopkinson^[2]

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图 3 原始的Kolsky杆

Figure 3. The original Kolsky bar

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图 4 常规的分离式Hopkinson压杆装置

Figure 4. The general split Hopkinson pressure bar apparatus

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图 5 5个单位给出的钛合金和紫铜的动态应力应变曲线

Figure 5. Compressive stress-strain curves for titanium alloy and pure copper by five units

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图 6 RTV630橡胶试件变形过程^[26]

Figure 6. High-speed deformation of an RTV630 rubber^[26]

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图 7 三向同步受压的围压装置^[39]

Figure 7. The confining pressure device for synchronous compression in three directions^[39]

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图 8 纯锆材料的绝热剪切破坏及剪切带^[50]

Figure 8. Adiabatic shearing bands of pure zirconium^[50]

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图 9 镁铝合金的剪切破坏现象^[51]

Figure 9. Shearing failure of magnesium-aluminum alloy^[51]

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图 10 测量混凝土层裂强度的实验方案^[80]

Figure 10. Schematic experimental setup measuring spalling strength of concrete^[80]

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图 11 冲击压剪实验装置示意图及试件界面受力分析^[83]

Figure 11. Schematic apparatus of compression shear experiment and analysis on stress at the specimen's interface^[83]

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图 12 冲击压剪实验装置示意图及试件界面受力分析^[84]

Figure 12. Schematic apparatus of compression shear experiment and analysis on stress at the specimen's interface^[84]

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图 13 改进的SHPB装置简图^[24]

Figure 13. Schematic of the modified SHPB setup^[24]

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图 14 在11 m/s的撞击速度下，C60-0素混凝土自由面反射的高速摄影结果^[88]

Figure 14. High-speed photographies for C60-0 concrete specimen subjected to the striker velocity of 11 m/s^[88]

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图 15 局部变形带发展过程^[89]

Figure 15. Development process of localized deformation band^[89]

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