关鹏涛, 闾川阳, 唐夏焘, 朱建伟, 丁振宇, 高增梁. Q345R钢多个过载作用下疲劳裂纹扩展行为研究[J]. 工程力学, 2017, 34(7): 224-231,240. DOI: 10.6052/j.issn.1000-4750.2016.02.0113
引用本文: 关鹏涛, 闾川阳, 唐夏焘, 朱建伟, 丁振宇, 高增梁. Q345R钢多个过载作用下疲劳裂纹扩展行为研究[J]. 工程力学, 2017, 34(7): 224-231,240. DOI: 10.6052/j.issn.1000-4750.2016.02.0113
GUAN Peng-tao, LÜ Chuan-yang, TANG Xia-tao, ZHU Jian-wei, DING Zhen-yu, GAO Zeng-liang. STUDY ON FATIGUE CRACK GROWTH BEHAVIOR OF Q345R STEEL UNDER MULTIPLE OVERLOADS[J]. Engineering Mechanics, 2017, 34(7): 224-231,240. DOI: 10.6052/j.issn.1000-4750.2016.02.0113
Citation: GUAN Peng-tao, LÜ Chuan-yang, TANG Xia-tao, ZHU Jian-wei, DING Zhen-yu, GAO Zeng-liang. STUDY ON FATIGUE CRACK GROWTH BEHAVIOR OF Q345R STEEL UNDER MULTIPLE OVERLOADS[J]. Engineering Mechanics, 2017, 34(7): 224-231,240. DOI: 10.6052/j.issn.1000-4750.2016.02.0113

Q345R钢多个过载作用下疲劳裂纹扩展行为研究

STUDY ON FATIGUE CRACK GROWTH BEHAVIOR OF Q345R STEEL UNDER MULTIPLE OVERLOADS

  • 摘要: 单一过载使得疲劳裂纹扩展速率减缓,可以提高疲劳寿命,但对于多个过载作用下疲劳裂纹扩展仍未明确,有待于进一步研究。针对Q345R标准紧凑拉伸试样,在常幅循环加载条件下引入多个拉伸过载,研究多个过载作用对疲劳裂纹扩展行为的影响。研究结果表明:在保持应力比、过载位置和过载比不变的情况下,随着过载间距增加,迟滞效应先增加后减小;过载间距循环数是单一过载迟滞循环数的一半时,da/dNmin达到最小,迟滞效应最明显。采用含有过载交互作用参数ØI的修正Wheeler模型对不同的过载间距疲劳裂纹扩展行为试验结果进行预测,预测的结果与试验结果能够很好的吻合。

     

    Abstract: Single overload may lead to the retardation of fatigue crack propagation, and thus the elongation of fatigue life. However, the effect of multiple overloads on the fatigue crack propagation behavior remains unaddressed. The compact tension specimens made by Q345R steel are used to study the influence of multiple overloads during the constant amplitude loading on the subsequent fatigue crack growth behavior. The results show that the retardation effect increases at first and then decreases with the increase of the overload interval under the same R-ratio, overload applying crack length and overload ratio. da/dNmin reaches the minimum when the overload interval is half cycle of a single tensile overload retardation zone, and the retardation effect of overload is the most obvious. The modified Wheeler model which includes overload interaction parameter ØI is used to predict the crack growth rate with multiple overloads. The predict results show good agreement with the test results.

     

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