华侨大学学报（自然科学版）Issue(6)：704-709,6.DOI:10.11830/ISSN.1000-5013.2015.06.0704
常规桥梁搭板内力计算方法在 SIAB 中的适用性
Adaptability Analysis of Conventional Internal Force Calculation Method for Approach Slab of SIAB
摘要
Abstract
The adaptability of calculation method for internal forces of approach slab in semi-integral abutment bridge (SIAB)was discussed.Firstly,the conventional bridge internal forces calculation method of approach slab was intro-duced.According to the structural characteristics of SIAB,the influence on approach slab near the abutment,due to hori-zontal force,bending moment and shear force caused by structural thermal deformation and shrinkage and creep,was ana-lyzed.Then,FEM model of approach slab of SIAB was established,and the influence of the internal forces on the ap-proach slab of SIAB was analyzed.The results show that the influence of the shear force and the bending moment is negli-gible;however,the influence of the horizontal force is significant,which would be considered in the calculation of internal force.Finally,a correction method for simply-supported beam is put forward,and a comparison of calculation methods for approach slabs between conventional bridge and SIAB is conducted,which concludes that the calculation method for calculating the internal force of approach slab in conventional jointed bridge is not suitable for SIAB.关键词
有缝桥梁/桥梁搭板/半整体式桥台桥梁/内力计算Key words
jointed bridges/approach slab/semi-integral abutment bridge/internal force calculation分类
交通工程引用本文复制引用
庄一舟,任卫岗,陈小琴,韩裕添,王胜智,田伟..常规桥梁搭板内力计算方法在 SIAB 中的适用性[J].华侨大学学报（自然科学版）,2015,(6):704-709,6.基金项目
国家自然科学基金资助项目（51278126）；福建省自然科学基金资助项目 （）
