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Impact Tensile Properties of Structural Sintered Steels
Kawase, Kinya
40037
Tanabe, Yuji
40038
Yamazawa, Tomoyuki
40039
Suzawa, Hiroaki
40040
Structural Sintered Steels
Dynamic Tensile Test
Split-Hopkinson Pressure Bar Technique
Tensile Strength
Relative Density
Strain Rate Dependent Behaviour
This study deals with the mechanical properties of two kinds of structural sintered steels under a wide range of strain rate between 10^-4 and 103^s^-1. The split-Hopkinson pressure bar (SHPB) technique was used for dynamic tensile tests at the strain rates greater than 10^2s^-1. The stress-strain relations were experimentally determined, and the tensile strength has been mainly discussed with respect to strain rate and relative density.
journal article
日本実験力学会
2011-09
application/pdf
実験力学
Special Issue
11
SS221
SS226
AA11822914
1346-4930
https://niigata-u.repo.nii.ac.jp/record/2947/files/11_SP_SS221-SS226.pdf
eng
https://doi.org/10.11395/jjsem.11.s221
https://www.jstage.jst.go.jp/article/jjsem/11/Special_Issue/11_Special_Issue_s221/_pdf
Copyright (C) 2011 JSEM
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