高强度管材x100 (k80)落载试验计算与试验研究

A. Abakumov, I. Safronov, A. Smirnov, A. Arabey, T. Esiev, S. E. Yakovlev, A. V. Poroshkov, E.N. Obydennov
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引用次数: 0

摘要

研究了有发展前景的管材X100试样在动态三点弯曲作用下的性能。将该钢与目前输气管道工程中使用的X80钢进行了比较。对VMZ公司生产的X100管钢进行了试验和力学特性计算,采用了实验室样品和落锤试验的标准试验数据。与X80钢相比,X100钢具有更高的强度指标,但塑性和韧性断裂性能指标较低。在落锤试验中,对X100钢试样的裂纹扩展过程进行了高速录像。结合试样阻力与落锤运动距离的关系,为研究金属韧性断裂抗力提供了更多信息,揭示了裂纹扩展规律,估计了裂纹扩展过程中的比耗散能,验证了DWT中使用的计算模型。对X100钢的应变和断裂模型参数进行了标定。对X100钢试样在室温下的试验行为进行了数值模拟。在以下参数方面,模拟结果与试验数据吻合较好:试样阻力与落锤运动距离的关系;前锋工作;应变箔,以及试样中断裂的宏观几何形状。该结果可用于制定装备DWT的使用要求和条件,也可用于X100钢管全尺寸试验的数值模拟,以预测管道对延性裂纹扩展的阻力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
COMPUTATIONAL AND EXPERIMENTAL STUDY OF THE FALLING LOAD TEST OF HIGH-STRENGTH PIPE STEEL X100 (K80)
The behavior of samples of the promising pipe steel X100 under dynamic three-point bending is studied. This steel is compared with steel X80 currently used in the gas transmission pipeline engineering. Experimental and calculated mechanical characteristics were obtained for pipe steel X100 produced by JSC “VMZ” using data of the standard tests for laboratory samples and drop-weight tests (DWT). Steel X100 demonstrates higher strength indexes in comparison with steel X80, however, it has lower indexes of plasticity and ductile fracture resistance. High-speed video-recording of the crack propagation in a sample of steel X100 was performed in the drop-weight test. In combination with the sample resistance force dependence on the drop-weight movement distance, such testing provided much more information for studying the metal resistance to ductile fracture and allowed revealing the crack propagation law, estimating the specific dissipation energy during the crack propagation, and verifying the computational model used in DWT. Parameters of the X100 steel strain and fracture model were calibrated. The numerical simulation of the behavior of the X100 steel samples in tests at room temperature was performed. Simulation results satisfactorily agree with data of the tests with regard to such parameters as: the sample resistance force dependence as a function of the drop-weight movement distance; the striker work; strained foils, and macrogeometry of fractures in the tested sample. This results may be used for the development of requirements and conditions of using equipped DWT, as well as for the numerical simulation of full-scale tests of pipes made of steel X100 to predict the pipeline resistance to a propagating ductile crack.
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