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空腹式刚架拱桥梁拱节点三维光弹性试验研究
引用本文:郑则群,陈日齐,房贞政.空腹式刚架拱桥梁拱节点三维光弹性试验研究[J].力学与实践,2005,27(5):66-70,12.
作者姓名:郑则群  陈日齐  房贞政
作者单位:福州大学结构工程研究所,福州,350002
基金项目:福建省重点科技项目(2002H028)资助.
摘    要:福州市尤溪洲闽江大桥是国内首座在拱肋(圈)上不设立柱和斜撑的空腹式刚架拱桥.作为空腹式刚架拱桥受力关键部位——梁与拱的连接部位,受力及构造复杂.通过三维光弹性试验,研究该梁、拱结合部的内力传递、应力集中、局部应力分布规律,为空腹式刚架拱桥节点设计、施工提供依据.

关 键 词:刚架拱桥  空腹式  梁拱节点  三维光弹性试验
收稿时间:2004-11-24
修稿时间:2004-11-242005-04-14

THREE-DIMENSIONAL PHOTOELASTIC TEST OF BEAM-ARCH JOINT OF OPEN SPANDREL RIGID-FRAME ARCH BRIDGE
ZHENG Zequn,CHEN Riqi,FANG Zhenzheng.THREE-DIMENSIONAL PHOTOELASTIC TEST OF BEAM-ARCH JOINT OF OPEN SPANDREL RIGID-FRAME ARCH BRIDGE[J].Mechanics and Engineering,2005,27(5):66-70,12.
Authors:ZHENG Zequn  CHEN Riqi  FANG Zhenzheng
Institution:Institute of Structural Engineering, Fuzhou University, Fuzhou 350002, China
Abstract:Youxizhou Mingjiang Bridge of Fuzhou is the first open-spandrel rigid-frame arch bridge without vertical columns and oblique supports. The beam-arch joint the key region of open-spandrel rigid-frame arch bridge is complicated in construction and mechanics. The photoelastic test is carried out to obtain the stress gradient and the distribution of local stress in the region, which are important for design and construction of the beam-arch joint of the rigid-frame arch bridge with open spandrel.
Keywords:rigid-frame arch bridge  open spandrel  beam-arch joint  three-dimensional photoelastic test
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