Experimental Studies on Fracture Properties of 30CrMnSiNi2A Steel

Author:

Wu Hai Jun1,Sun Kun2,Guo Chao1,Huang Feng Lei1,Ma Xiu Fang3

Affiliation:

1. Beijing Institute of Technology

2. Hubei Aerospace Flight Vehicle Institute

3. Anyang County Environmental Protection Bureau of the Henan Province

Abstract

The 30CrMnSiNi2A steel has been commonly used in the national defense industry and engineering areas. The fracture properties of the material are studied by dynamic tensile tests on a traditional Hopkinson system and three-point bend tests on a modified Hopkinson loading system. The dynamic tensile experiments results show that 30CrMnSiNi2A steel is sensitive of the strain rate. The dynamic fracture toughness of the material increases with the rise of loading rate, but its value is less than the static fracture toughness value. Move over, the fracture mechanism is investigated through macroscopic and microstructural analysis, which reveals that the fracture mechanism of 30CrMnSiNi2A belongs to quasi-cleavage fracture.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference12 articles.

1. Jing Niu, Junming Dong, Yuan He, et al, Instrumented impact properties of ultrahigh strength steel 30CrMnSiNi2A, Journal Mechanical Strength, 4(2006) 607-610.

2. Zejian Xu, Yulong Li, Na Li, et al, Effect of loading rate on mode I dynamic fracture toughness of high strength steels 40Cr and 30CrMnSiNi2A, Acta Metallurgica Sinica, 9(2006) 966-967.

3. Jiulin Xie, Qingming Zhang, Xiaoying Wang, et al. Determination of Gruneisen EOS of MSN alloy steel under high pressure, Journal of Beijing Institute of Technology, 2(2003) 154-157.

4. Changguo Tang, Jinhua Zhu, Huijiu Zhou, A phenomenon and analys is of plasticity-increasing induced by high strain rate for some metallic materials , Chinese Journal of Materials Research, 1(1996) 19-24.

5. Yiqing Zhou, Zhiming Zhang, Experimental studies on property of steel 30CrMnSiNi2A, 7th International Symposium on Test and Measurement, Beijing, 2007, 6339-6342.

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