Dynamic Mechanical Behavior and Constitutive Models of S890 High-Strength Steel at Intermediate and High Strain Rates

被引:1
作者
Yong Zhu
Hua Yang
Sumei Zhang
机构
[1] Harbin Institute of Technology,School of Civil Engineering
[2] Harbin Institute of Technology,Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology
[3] Harbin Institute of Technology,Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education
[4] Harbin Institute of Technology (Shenzhen),School of Civil and Environment Engineering
来源
Journal of Materials Engineering and Performance | 2020年 / 29卷
关键词
dynamic tensile test; S890 high-strength steel; strain rate effect; SHPB;
D O I
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中图分类号
学科分类号
摘要
High-strength steel is an effective choice to satisfy the demands of advanced manufacturing engineering and construction engineering. The complex and severe working environments for high-strength steel require the designer to take the dynamic mechanical properties into consideration. Thus, the main subjects of this paper are the dynamic strain–stress relationship and the strain rate-strengthening effect of S890 high-strength steel. Experimental studies with a wide range of strain rates were conducted using a dynamic tensile testing system (for intermediate strain rate) and a Split Hopkinson Pressure Bar testing system (for high strain rate). The strain rate effect of S890 steel was quantitatively investigated. The global dynamic increase factor (DIFavg) values were tested to be 1.132 at a strain rate of 200 s−1 and 1.214 at 5292.8 s−1, which indicates that S890 high-strength steel was less sensitive to strain rates than mild steel and other structural steels with lower strength. Based on the Johnson–Cook (J–C) model and the Cowper–Symonds (C–S) model, strain rate models for the S890 steel are presented for describing the dynamic stress–strain relationship. The C–S model has better accuracy owing to the nonlinear characteristic of the DIFavg of S890 steel.
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页码:6727 / 6739
页数:12
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