Fatigue Life of a Comb Plate Expansion Joint

Author:

Li Yao1,Lu Pengmin1,Liu Chenyu1,Ren Wei1,Wen Jintang1

Affiliation:

1. Key Laboratory of Road Construction Technology and Equipment, Ministry of Education, School of Construction Machinery, Chang’an University, Xi’an 710064, China

Abstract

Comb-plate expansion joints are widely used in bridge construction, and their failures are mainly static strength and fatigue. This paper used a new type of comb-plate expansion joint as the research object. Firstly, the finite element models (FEM) of the comb-plate expansion joint with minimum and maximum openings were established by Ansys software. Then, the equivalent stress, vertical deformation, and shear stress of the expansion joint under these two working conditions were checked with code. The results showed that the static strength of the expansion joints met the code requirements under both working conditions. Secondly, to investigate the service span of the comb-plate expansion joint, the fatigue life of the expansion joint was predicted using nCode DesignLife software, and the results showed that the minimum fatigue life of the expansion joint was 2.012 × 106 times, which is higher than the 2 × 106 times specified in the code. Finally, a fatigue test of 2 million times was carried out on the full-size expansion joint. Failure modes such as deformation, fracture, or breakage hardly appeared after the fatigue test, demonstrating the reliability of this new type of comb-plate expansion joint.

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Shaanxi Postdoctoral Science Foundation Funded Project

Publisher

MDPI AG

Subject

Electrical and Electronic Engineering,Industrial and Manufacturing Engineering,Control and Optimization,Mechanical Engineering,Computer Science (miscellaneous),Control and Systems Engineering

Reference24 articles.

1. Evaluation of Performance of Bridge Deck Expansion Joints;Chang;J. Perform. Constr. Facil.,2002

2. Management system for expansion joints of road bridges;Lima;Struct. Infrastruct. Eng.,2008

3. Okuda, M., Yumiyama, S., and Ikeda, H. (2004, January 20–22). Reinforcement of expansion joint on Akashi Kaikyo Bridge. Proceedings of the JSCE 59th Annual Meeting, Japan Society of Civil Engineers, Tokyo, Japan.

4. Failure Mechanism of Expansion Joints in a Suspension Bridge;Sun;J. Bridge Eng.,2016

5. Displacement Monitoring and Analysis of Expansion Joints of Long-Span Steel Bridges with Viscous Dampers;Guo;J. Bridge Eng.,2015

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3