Multiscale fatigue damage assessment method for orthotropic steel deck of long-span bridges
Civil Engineering|更新时间:2024-05-22
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Multiscale fatigue damage assessment method for orthotropic steel deck of long-span bridges
“In the field of bridge engineering, experts have proposed a multi-scale assessment method for fatigue damage of long-span steel bridges based on microscopic damage mechanics, providing a solution to the fatigue damage problem of steel bridge decks in long-span cable-stayed bridges.”
Journal of Civil and Environmental EngineeringVol. 46, Issue 3, Pages: 161-170(2024)
作者机构:
1.西南交通大学 土木工程学院, 成都 610031
2.中铁二院重庆勘察设计研究院有限责任公司, 重庆 401121
作者简介:
ZHANG Ning (1996- ), main research interest: steel bridge, E-mail: 953720711@qq.com.
CUI Chuang (corresponding author), PhD, associate professor, E-mail: ccui@swjtu.edu.cn.
基金信息:
National Natural Science Foundation of China(52108176;51878561;51978579;51778533;51578455);Research and Development Projects in Key Areas of Guangdong Province(2019B111106002);The Open Key Fund Sponsored Program of State Key Laboratory for Bridge Health and Safety(BHSKL19-06-KF);Sichuan Science and Technology Program(2021YJ0037)