高级检索
习文顺, 任鑫焱, 张金元, 郭峰, 吴圣川, 李忠文, 韩晓辉. 高速列车TC4钛合金焊接构架强度及寿命评估[J]. 焊接学报, 2022, 43(5): 29-35. DOI: 10.12073/j.hjxb.20210930001
引用本文: 习文顺, 任鑫焱, 张金元, 郭峰, 吴圣川, 李忠文, 韩晓辉. 高速列车TC4钛合金焊接构架强度及寿命评估[J]. 焊接学报, 2022, 43(5): 29-35. DOI: 10.12073/j.hjxb.20210930001
XI Wenshun, REN Xinyan, ZHANG Jinyuan, GUO Feng, WU Shengchuan, LI Zhongwen, HAN Xiaohui. Strength and life assessment of TC4 titanium alloy welded frame for high-speed railway vehicles[J]. TRANSACTIONS OF THE CHINA WELDING INSTITUTION, 2022, 43(5): 29-35. DOI: 10.12073/j.hjxb.20210930001
Citation: XI Wenshun, REN Xinyan, ZHANG Jinyuan, GUO Feng, WU Shengchuan, LI Zhongwen, HAN Xiaohui. Strength and life assessment of TC4 titanium alloy welded frame for high-speed railway vehicles[J]. TRANSACTIONS OF THE CHINA WELDING INSTITUTION, 2022, 43(5): 29-35. DOI: 10.12073/j.hjxb.20210930001

高速列车TC4钛合金焊接构架强度及寿命评估

Strength and life assessment of TC4 titanium alloy welded frame for high-speed railway vehicles

  • 摘要: 对TC4钛合金进行TIG电弧焊接试验,获取了TC4钛合金母材和焊接接头的硬度分布、基本力学和高周疲劳性能;建立含有假轴的钛合金焊接构架有限元仿真模型,分别校核了新型TC4钛合金和现役S355耐候钢构架的静强度和疲劳强度;基于实测疲劳载荷谱和线性Miner疲劳累积损伤理论,分别评估了TC4钛合金和S355耐候钢构架的疲劳寿命. 结果表明,钛合金和耐候钢构架的最小静强度安全系数分别为2.8和1.5,均大于安全系数阈值,满足设计要求;此外,钛合金和耐候钢构架临界安全部位均位于修正Goodman疲劳极限图的包络范围之内,满足设计要求,且TC4钛合金Goodman疲劳极限图的包络空间远大于S355耐候钢. 在典型8级载荷谱下,若以年运营30 × 107 m估计,构架各关键部位均满足服役寿命35年的设计要求,且TC4钛合金构架估算年限约为S355耐候钢构架的2倍. 研究结果为更高速度和更高安全等级转向架构架的强度及结构设计提供科学依据.

     

    Abstract: The hardness distribution, basic mechanics and high cycle fatigue properties of TC4 titanium alloy base metal and welded joint were obtained by TIG arc welding test. The finite element simulation model of titanium alloy welded bogie frame with pseudo-axis was established, and the static and fatigue strength of the new TC4 titanium alloy and the existing S355 weathering steel frame was checked respectively. Based on the experimental fatigue load spectrum and Miner linear fatigue cumulative damage theory, the fatigue life of TC4 titanium alloy and S355 weathering steel bogie frames was evaluated respectively. The results show that the safety factor of the minimum static strength of titanium alloy and weathering steel bogie frame is 2.8 and 1.5 respectively, which are both greater than the safety factor threshold and meet the design requirements. Both the critical safety location of titanium alloy and weathering steel bogie frame were within the envelope range of modified Goodman fatigue limit diagram, which meets the design requirements. In addition, the envelope space of TC4 titanium alloy Goodman fatigue limit diagram was much larger than S355 weathering steel. Under typical level 8 load spectrum, if the annual operation is estimated to be 30 × 107 km, all critical location of the bogie frame could meet the design requirements of 35 years of service life, and the estimated life of TC4 titanium alloy bogie frame is about 2 times than that of S355 weathering steel bogie frame. The research can provide scientific basis for the strength and structure design of bogie frame with higher speed and safety level.

     

/

返回文章
返回