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Modeling of Notch Tensile Behavior of Martensitic Steels

机译:马氏体钢的缺口拉伸行为建模

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摘要

Notch tensile tests have been carried out on six grades of a high-strength martensitic steel at different hardness levels to investigate the effects of stress triaxiality at the net section and uniaxial tensile properties on fracture behavior. Cylindrical V-notched specimens were used in these tests with the notch-root radius, rho, ranging from 0.03-1.4 mm, and with the value of the net-to-gross diameter ratio being 0.6. the notch strength ratio (NSR) was found to attain its maximum value at rho=0.38 mm. The test results were used successfully for screening the fracture toughness behavior of the martensitic steel by extrapolating the corresponding rho-NSR curve to rho=0.0. Further, finite element computation of the average stress triaxiality factor (eta-bar) enabled the development of a model more accurate than that reported in the literature for estimating NSR for a ductile material as a function of eta-bar and its uniaxial tensile properties.
机译:已对六种等级的高强度马氏体钢在不同的硬度水平下进行了缺口拉伸试验,以研究净截面应力三轴性和单轴拉伸性能对断裂行为的影响。在这些测试中使用圆柱形V形缺口试样,其缺口根半径rho范围为0.03至1.4毫米,净毛径比为0.6。切口强度比(NSR)在rho = 0.38mm时达到最大值。通过将相应的rho-NSR曲线外推至rho = 0.0,测试结果成功用于筛选马氏体钢的断裂韧性行为。此外,平均应力三轴性因子(η-bar)的有限元计算使模型的开发比文献中报道的更精确,该模型用于估计易延展材料的NSR作为eta-bar及其单轴拉伸性能的函数。

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