期刊文献+

波纹钢腹板体外预应力箱梁桥的发展与展望 被引量:38

Development and Prospect of Externally Prestressed Box Beams with Corrugated Steel Webs
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摘要 介绍了波纹钢腹板体外预应力箱梁的发展历史、国内外关于波纹钢腹板体外预应力箱梁的研究现状及已经取得的研究成果。分析了波纹钢腹板体外预应力箱梁的结构特点、理论计算方法、与普通预应力混凝土箱梁桥的区别以及在桥梁工程中应用的优势。最后,结合我国实际情况提出这一结构需要进一步研究的问题,包括波纹钢腹板的拼装工艺、与箱梁的剪力连接构造、波纹钢腹板体外预应力箱梁的疲劳性能研究及动力性能研究等等。 The development history, current status and research achievements of externally prestressed box girder with corrugated webs is introduced.The structural character, theoretical calculation method, difference between the externally prestressed box girder with corrugated webs and the prestressed box girder and the superiority of using this structure in the bridge engineering are analyzed.The research of externally prestressed box girder with corrugated webs is also introduced, and the further problems that need to be solved are put forward based on the actual situation in China including the corrugated web installation technology, its shear connection structure, the fatigue and dyuamic performance of the externally pre-stressed box beam and etc.
出处 《公路交通科技》 CAS CSCD 北大核心 2006年第12期72-75,共4页 Journal of Highway and Transportation Research and Development
基金 交通部西部交通建设科技资助项目(200431822315)
关键词 波纹钢腹板 体外预应力 箱梁 发展 展望 corrugated webs externally prestressed box girder development prospect
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参考文献8

  • 1MOHAMED ELGAALY,ANAND SESHADRI.Depicting the behavior of girders with corrugated webs up to failure using non-linear finite element analysis[J].Advances in Engineering Software,1998,29 (3-6):195-208.
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二级参考文献17

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