1998
DOI: 10.2534/jjasnaoe1968.1998.184_453
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Dynamic Fracture Toughness Evaluation of Structural Steels Based on the Local Approach

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Cited by 16 publications
(7 citation statements)
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“…Here, decreasing R means increasing ε or decreasing T, or both. This result is consistent with previous research reports on steels and ductile cast iron 27,28) . However, σ b,max becomes smaller below the critical value R σ for 3.7 and 4%Si irons, because completely brittle fracture occurs below R σ .…”
Section: Application Of Strain Rate-temperature Parameter Tosupporting
confidence: 94%
See 1 more Smart Citation
“…Here, decreasing R means increasing ε or decreasing T, or both. This result is consistent with previous research reports on steels and ductile cast iron 27,28) . However, σ b,max becomes smaller below the critical value R σ for 3.7 and 4%Si irons, because completely brittle fracture occurs below R σ .…”
Section: Application Of Strain Rate-temperature Parameter Tosupporting
confidence: 94%
“…(3), has been introduced to explain the in uence of ε and T on the tensile strength as well as yield stress of steel [25][26][27] , where T = temperature, A = 10 8 s…”
Section: Application Of Strain Rate-temperature Parameter Tomentioning
confidence: 99%
“…APPROACH FOR FRACTURE UNDER DYNAMIC LOADING [26] It is common that dynamic fracture toughness obtained by test under high speed loading deteriorates, compared with the ordinal static fracture toughness. Fig.…”
Section: Applicability Of the Weibull Stressmentioning
confidence: 99%
“…Fig. 13 gives typical examples of the effect of strain rate on critical CTODs obtained by CT-type CTOD tests under static and dynamic loading [26]. The reason for the deterioration is mainly due to the increase in strength of steels under dynamic loading, which brings about an increase in stress level in the vicinity of the crack tip.…”
Section: Applicability Of the Weibull Stressmentioning
confidence: 99%
“…C:Specific heat, ρ:Density, λ:Thermal conductivity, α L :Coefficient of liner expansion It is reported that the critical Weibull stress is independent of the specimen type, size 12) , loading rate 13) and strength mismatch in 3PB specimen 4) . On the basis of these features, V E and δ cr for joint specimen were evaluated by the following procedure:…”
Section: Strength Mismatch Effect On Toughness Valuesmentioning
confidence: 99%