特大跨径波形钢腹板连续箱梁桥设计与分析

Design and Analysis on Large-Span Continuous Box Girder Bridge with Corrugated Steel Web Plate

以主跨160m的特大跨径波形钢腹板连续箱梁桥为背景,对波形钢腹板连续箱梁桥的箱梁主体、波形钢腹板、抗剪连接件等构造设计进行了详细介绍。参照现行桥梁规范及国外相关规定,利用Midas Civil有限元软件,对桥梁结构及重要构件进行了静力分析,为今后波形钢腹板桥梁的设计与计算提供参考。

Taking a large-span continuous box girder bridge of 160 m with corrugated steel web plate as the background,the structural design on the box girder body of continuous box girder bridge with corrugated steel web plate,corrugated steel web plate,shear connector and so on are introduced in detail. According to the existing bridge standard and foreign relevant regulations,and utilizing Midas Civil finite element software,the static analyses on bridge structure and important components are made,thus providing reference for future design and calculation of the bridge with corrugated steel web plate.