预变形条件下 AISI 1020 钢级的疲劳裂纹生长

M. Badaruddin, Jesi Tiastuti, Tri Budi Utami, H. Supriadi, Zulhanif Zulhanif
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摘要

在本研究中,使用 MTS Landmark 100 kN 在比率 (R) = 0.3、Pmax = 0.7 和 f = 10 Hz 的室温疲劳加载条件下,对有预变形和无预变形的 AISI 1020 钢的疲劳裂纹生长(FCG)进行了表征。拉伸试验结果表明,钢材 6.25% 的预变形提高了屈服强度。相反,极限拉伸强度、弹性模量和伸长率则有所下降。在第二阶段测定的未进行预变形的 AISI 1020 钢的 FCG 率(da/dN)为 6.12´10-11ΔK2.94 m/周期,而进行了 6.25% 预变形的钢的 FCG 率为 8.03´10-10ΔK2.02 m/周期。根据对预变形钢材的微观结构观察,钢材在轴向形成的塑性变形影响了钢材的 FCG 率,导致裂纹在一定时间内延迟。对钢材断裂面的 SEM 分形观察表明,在 42,000 次循环中,铁素体晶粒处出现的跨晶裂纹长度为 12 mm。在 43,500 个循环周期内,当裂纹长度达到约 18.1 毫米时,钢材发生静态失效。
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Fatigue Crack Growth of AISI 1020 Steel Grade in Pre-Deformed Condition
In the present research, the fatigue crack growth (FCG) of AISI 1020 steel with and without pre-deformation were characterized by using MTS Landmark 100 kN under fatigue loading at ratio (R) = 0.3, Pmax = 0.7 and f = 10 Hz at room temperature. Tensile test results show that 6.25% pre-deformation given on the steel increases of yield strength. In contrast, the ultimate tensile strength, elastic modulus and elongation decrease. The FCG rate (da/dN) of AISI 1020 steel without pre-deformation determined at stage II is 6.12´10-11ΔK2.94 m/cycle and steel with 6.25% pre-deformation is 8.03´10-10ΔK2.02 m/cycle. According to microstructural observation for the pre-deformation steel, plastic deformation formed on the steel in the axial direction affects the FCG rate of the steel, leads to crack retardation for certain period of time. SEM fractographic observation on the fracture surface of the steel shows that a transgrannular crack length of 12 mm for 42,000 cycles occurs at ferrite grains. The steel failed when the crack length reached ~18.1 mm within 43,500 cycles and continuing up to 43,549 cyles, the steel experienced static failure.
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