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首页> 外文期刊>Theoretical and Applied Fracture Mechanics >Failure of the ASTM E 1921 master curve to characterize the fracture toughness temperature dependence of ferritic steel and successful application of the stress distribution T-scaling method
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Failure of the ASTM E 1921 master curve to characterize the fracture toughness temperature dependence of ferritic steel and successful application of the stress distribution T-scaling method

机译:ASTM E 1921的失效曲线表征铁素体钢断裂韧性温度依赖性,并成功地应用应力分布T-缩放法

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摘要

The fracture toughness K-Jc of a material in the ductile-to-brittle transition temperature (DBTT) region shows a large temperature dependence, large scatter, and specimen thickness dependence. Thus, a large amount of data is necessary to satisfy the design requirements of equipment that experiences temperature changes. The ASTM E 1921 master curve (MC) method provides an engineering approach to solve these three issues and is intended to be applicable to an arbitrary ferritic material with a yield stress of 275-825 MPa. This study tested the CrMo steel JIS SCM440, which satisfies these conditions, but the ASTM E 1921 MC failed to characterize its fracture toughness temperature dependence. The material was tested at four temperatures: - 55, 20, 60 and 100 degrees C. The obtained reference temperature T-0 (i.e., the temperature at which a 25 mm thickness shows a fracture toughness of 100 MPa.m(1/2)) from these tests differed in the range of -9 to 89 degrees C. T-0 from all of the test data was 16.6 degrees C. Thus, the MC using any of these T-0 values failed to characterize the material's fracture toughness temperature dependence. This material showed a T-0 value higher than room temperature, which is a rare case for materials to which the MC has been successfully applied. The ASTM E 1921 MC is based on the Zerilli equation, which showed a poor fitting performance of the yield stress above room temperature for this material. When this yield stress temperature dependence was corrected (i.e., a temperature shift), the ASTM E 1921 MC better fitted the material's fracture toughness test data. However, some discrepancy still remained. Because the Zerilli equation showed a small yield stress change and may differ from the experimental results above room temperature, the ASTM E 1921 MC may fail to characterize the fracture toughness temperature dependence close to or above room temperature. In contrast, the stress distribution T-scaling method was demonstrated to successfull
机译:韧性至脆性转变温度(DBTT)区域中的材料的断裂韧性K-JC显示出大的温度依赖性,大散射和样本厚度依赖性。因此,需要大量数据来满足经历温度变化的设备的设计要求。 ASTM E 1921主曲线(MC)方法提供了一种解决这三个问题的工程方法,旨在适用于任意铁素体材料,屈服应力为275-825MPa。本研究检测了满足这些条件的CRMO钢JIS SCM440,但ASTM E 1921 MC未能表征其断裂韧性温度依赖性。在四个温度下测试材料: - 55,20,60和100摄氏度。获得的参考温度T-0(即,25mm厚度显示出100mPa.m的断裂韧性的温度(1/2 )从这些测试中,从所有测试数据的T-0的T-0的范围内不同的是16.6摄氏度。因此,使用这些T-0值中的任何一个的MC未能表征材料的断裂韧性温度依赖。该材料显示出高于室温的T-0值,这对于已成功应用MC的材料是罕见的案例。 ASTM E 1921 MC基于Zerilli方程,其显示出屈服应力的屈服应力以上该材料的室温。当校正该屈服应力温度依赖性时(即,温度偏移),ASTM E 1921 MC更好地拟合了材料的断裂韧性试验数据。但是,一些差异仍然仍然存在。因为Zerilli方程显示出小的屈服应力变化,并且可以与高于室温的实验结果不同,因此ASTM E 1921MC可能未能表征近于或高于室温的断裂韧性温度依赖性。相比之下,证明了应力分布T-缩放方法成功

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