2017
DOI: 10.3390/met8010011
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Strain Rate Effect on Tensile Behavior for a High Specific Strength Steel: From Quasi-Static to Intermediate Strain Rates

Abstract: Abstract:The strain rate effect on the tensile behaviors of a high specific strength steel (HSSS) with dual-phase microstructure has been investigated. The yield strength, the ultimate strength and the tensile toughness were all observed to increase with increasing strain rates at the range of 0.0006 to 56/s, rendering this HSSS as an excellent candidate for an energy absorber in the automobile industry, since vehicle crushing often happens at intermediate strain rates. Back stress hardening has been found to … Show more

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Cited by 45 publications
(17 citation statements)
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References 65 publications
(110 reference statements)
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“…9 c-d), exhibiting the ductile tensile behavior. The formation of dimples is the result of the void nucleation and subsequent coalescence during tensile deformation [38,39]. Compared Fig.…”
Section: Tensile Propertiesmentioning
confidence: 99%
“…9 c-d), exhibiting the ductile tensile behavior. The formation of dimples is the result of the void nucleation and subsequent coalescence during tensile deformation [38,39]. Compared Fig.…”
Section: Tensile Propertiesmentioning
confidence: 99%
“…In total, eight articles [1][2][3][4][5][6][7][8] have been presented in the present Special Issue. Their target metals are broad, ranging from an advanced steel [1] to alloys composed of light metals such as magnesium [2], titanium [3], and aluminum [3][4][5][6], as well as alloys of a smart Ni-Ti system with a shape memory effect [7] and depleted uranium [8]. Almost all target metals are commonly used in industry.…”
Section: Contributionsmentioning
confidence: 99%
“…The following four experimental works [1,2,4,8] discuss from metallurgical points of view. The microstructural studies are done as well by using TEM, Electron Back Scatter Diffraction (EBSD), or Energy Dispersive Spectroscopy (EDS).…”
Section: Contributionsmentioning
confidence: 99%
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“…This phenomenon has been adequately studied and confirmed by researchers including Malvar and Crawford [23], [24], who conducted extensive literature review on the subject to characterize the compressive and tensile strength of concrete and the strength of steel reinforcement (yield and ultimate) at high rates of loading. For High Specific Strength Steel (HSSS), Wei et al [68] observed that both the yield stress and ultimate stress increase with increasing strain rate as testing was carried out at rates ranging from 0.0006 /s to 56 /s. In investigating the effects of strain rate on yield stress of three structural steel types ( ASTM A36, ASTM A441 and Quenched and Tempered (Q-T)) Nagaraja et al [69] observed that though the ratio of the dynamic yield to static yield stress increased with increasing loading rates, the degree of increase was lower as the yield strength of the steel increased.…”
Section: Anchor Behavior Under High Strain-rate Loadingmentioning
confidence: 99%