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Q960D高性能钢疲劳裂纹扩展影响因素分析OA北大核心CSTPCD

Analysis of Influencing Factors of Fatigue Crack Propagation of Q960D High Strength Steel

中文摘要英文摘要

为研究Q960D国产高性能钢疲劳裂纹扩展行为,采用CT紧凑拉伸试样数值分析了若干关键参数对疲劳裂纹扩展的影响规律.基于数值模拟的疲劳裂纹扩展长度、循环次数、应力强度因子与试验数据进行对比,发现所建立有限元模型有较好的吻合度.结合断裂力学理论及围线积分,得到了循环次数与裂纹扩展长度之间的关系,并求出了对应的应力强度因子,揭示了载荷、应力比、试样厚度、裂纹深度比、初始裂纹角度和腐蚀坑对该高性能钢裂纹扩展过程中应力强度因子的影响.结果表明:载荷越大,裂纹扩展速率越大.应力比、试样厚度越大,裂纹扩展速率越小,但是疲劳寿命增加.裂纹深度比越大越容易发生断裂,工程实际中应多关注有效裂纹长度.初始裂纹角度46°为应力强度因子突变的临界角,初始裂纹角度为0°时裂尖的应力最大,最容易发生断裂.在有腐蚀坑的情况下,蚀坑周围的K值沿厚度方向逐渐减小,腐蚀坑周围的裂纹尖端将先达到屈服状态,加速诱发试件疲劳断裂,最终导致寿命降低.

In order to study the fatigue crack growth behavior of Q960D high-performance steel(HPS),the effect of several key parameters on the fatigue crack growth was numerically analyzed by using CT compact tensile specimens.The fatigue crack growth length,cycle numbers and stress intensity factor based on the numerical simulation were compared with the experimental data,and it was found that the established finite element model had a good agreement.The relationship between the number of cycles and the crack propagation length,and the corresponding stress intensity factors were obtained by combining the fracture mechanics theory and contour integral.The effects of loading,stress ratio,sample thickness,crack depth ratio,initial crack angle,and corrosion pits on the stress intensity factors during the crack growth process of the HPS were revealed.The results show that the crack growth rate become greater as the load is higher.With the increase of stress ratio and thickness,the crack growth rate decreases,but the fatigue life increases.It is easier to fracture when the rack depth ratio is higher.More attention should be paid to the effective crack length in engineering practice.The initial crack angle of 46° is a critical angle of the crack stress intensity factor mutation.When the initial crack angle is 0°,the crack tip stress is the largest and fracture is most likely to occur.In the case of corrosion pit,the K value around the corrosion pit gradually decreases along the thickness direction,and the crack tip around the corrosion pit will first reach the yield state,accelerating the fatigue fracture of the test piece,and finally leading to the reduction of life.

肖林发;林恒;王永祥;陈华鹏

华东交通大学 轨道交通基础设施性能监测与保障国家重点实验室,江西 南昌 330013

交通运输

桥梁工程高性能钢疲劳裂纹数值模拟应力强度因子

Bridge engineeringHigh performance steelFatigue crackNumerical simulationStress intensity factor

《材料科学与工程学报》 2024 (003)

394-404 / 11

国家重点研发计划资助项目(2022YFB2602200);国家自然科学基金青年科学基金资助项目(52208168);江西省自然科学基金资助项目(20232BAB214079)

10.14136/j.cnki.issn1673-2812.2024.03.006

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