[1]李烨,姜子慕.钢箱系杆拱桥在高速铁路荷载下的节点疲劳分析[J].高速铁路技术,2024,15(04):40-44,105.[doi:10.12098/j.issn.1674-8247.2024.04.008]
 LI Ye,JIANG Zimu.Fatigue Analysis of Joints in a Steel Box-tied Arch Bridge under High-speed Railway Load[J].HIGH SPEED RAILWAY TECHNOLOGY,2024,15(04):40-44,105.[doi:10.12098/j.issn.1674-8247.2024.04.008]
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钢箱系杆拱桥在高速铁路荷载下的节点疲劳分析()
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《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
15卷
期数:
2024年04期
页码:
40-44,105
栏目:
理论探索
出版日期:
2024-08-30

文章信息/Info

Title:
Fatigue Analysis of Joints in a Steel Box-tied Arch Bridge under High-speed Railway Load
文章编号:
1674-8247(2024)04-0040-05
作者:
李烨1姜子慕2
1.大连市市政设计研究院有限责任公司,辽宁?大连116021;2.辽宁省市政工程设计研究院有限责任公司,沈阳110000
Author(s):
LI Ye1JIANG Zimu2
1.Dalian Municipal Design and Research Institute Co. ,Ltd. ,Dalian? 116021 ,China;2.Liaoning Municipal Engineering Design and Research Institute Co. ,Ltd. ,Shenyang? 110000 ,China
关键词:
高速铁路节点疲劳分析有限元模拟
Keywords:
high-speed railwayjoint fatigue analysisfinite element simulation
分类号:
U448.22+5
DOI:
10.12098/j.issn.1674-8247.2024.04.008
文献标志码:
A
摘要:
为研究钢箱系杆拱桥应力集中节点在高速铁路荷载下的疲劳性能,本文依托某高速铁路钢箱系杆拱桥工程,采用有限元软件ANSYS建立全桥简化模型,并对两处应力极值位置建立精细化局部模型。通过规范评价和疲劳理论评价对精细化局部模型中应力集中节点进行了疲劳分析。研究结果表明本桥各应力节点均满足疲劳性要求,且评价结果远优于限值。
Abstract:
To investigate the fatigue performance of stress concentrated joints in a steel box-tied arch bridge under high-speed railway load,this study employed a simplified full-bridge model created using the finite element software ANSYS,based on a specific high-speed railway steel box-tied arch bridge project. Further,detailed local models were established at two locations with maximum stress values for thorough analysis. Both code-based evaluation and theoretical fatigue assessments were conducted on the stress concentrated joints within the refined local models. The results demonstrate that all stressed joints in the bridge meet the required fatigue criteria,with the assessment outcomes significantly exceeding the limiting values.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2022-11-08
作者简介:李烨(1995-),男,工程师。
更新日期/Last Update: 2024-08-30