同时指出需研究钢桥面铺装的复合作用、沥青铺装层的疲劳开裂与脱粘的相互作用机制
探讨了荷载作用下的局部变形与负弯矩特性、沥青铺装层的主要病害类型与原因以及钢桥面铺装性能的基本要求
以及基于性能的钢桥面铺装设计方法
总览 评价 陈先华 * （ 东南大学 交通学院
关键词： 道路工程
[2011-01-03]
http://www
paper
edu
cn/releasepaper/content/201101-26
发表期刊： 暂无
结构设计 CHEN Xianhua * （ School of Transportation, Southeast University
） Abstract： This paper has presented a brief review of principles for the design of pavement for orthotropic steel plate decks
Issues on the local displacement and negative bending behaviour under truck loading, main distresses in asphalt surfacing and their mechanism, and basic requirements are included
A fatigue based mechanical-experimental design procedure was proposed for the designing of deck pavement
It is pointed out that new models to accurately describe the composite interaction between asphalt layer and steel deck plates, interaction between asphalt layer's fatigue and bonding membrane damage and their influences, and a more precise performance based design methods are still need to be further investigated
Keywords： Road Engineering; steel bridge; deck pavement; structural design 下载PDF阅读器 PDF全文下载： 初稿 （ 492 ） 作者简介： Chen Xianhua(1976-),Male, Ph
D, Assistant Professor, Main research fields: deck pavement, functioning pavement 通信联系人： 【收录情况】 中国科技论文在线： 陈先华
钢桥面铺装的设计综述[EB/OL]
北京：中国科技论文在线
钢桥
论文提出了基于疲劳的力学-试验法设计钢桥面铺装
【详情见下载】
