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比拟杆法在单箱双室箱梁剪力滞效应中的应用
引用本文:周炜,蔺鹏臻.比拟杆法在单箱双室箱梁剪力滞效应中的应用[J].力学与实践,2016,38(2):164.
作者姓名:周炜  蔺鹏臻
作者单位:兰州交通大学甘肃省道路桥梁与地下工程重点实验室, 兰州 730070
基金项目:国家自然科学基金(51168030;51368031),甘肃省杰出青年基金(1210RJDA009),中国博士后科学基金(2012M521815)
摘    要:依据加劲板理论分析箱型梁桥的剪力滞效应,建立了单箱双室箱梁的剪力滞效应分析的比拟杆法.推导了针对单箱双室箱梁的加劲杆面积公式和剪力滞微分方程;通过对算例有机玻璃单箱双室箱梁模型的剪力滞效应采用板壳数值解,实验解和本文理论解的对比分析,验证了比拟杆法在对单箱双室箱梁剪力滞效应研究中的可靠性和准确性.

关 键 词:比拟杆法  单箱双室箱梁  剪力滞效应
收稿时间:2015-03-24

APPLICATION OF THE BAR SIMULATION METHOD IN THE STUDY OF SHEAR LAG EFFECT OF SINGLE BOX DOUBLE CELL BOX GIRDER
ZHOU Wei,LIN Pengzhen.APPLICATION OF THE BAR SIMULATION METHOD IN THE STUDY OF SHEAR LAG EFFECT OF SINGLE BOX DOUBLE CELL BOX GIRDER[J].Mechanics and Engineering,2016,38(2):164.
Authors:ZHOU Wei  LIN Pengzhen
Affiliation:Key Laboratory of Road Bridge and Underground Engineering of Gansu Province, Lanzhou Jiaotong University, Lanzhou 730070, China
Abstract:This paper analyzes the shear lag effect of box girder bridge based on the stiffened plate theory, and establishes the bar simulation method to study the shear lag effect of single box double cell box girder. A stiffener area formula and the shear lag differential equation are derived for the single box double cell box girder, based on a comparison of examples of the organic glass single box double cell box girder model for the shear lag effect in the numerical solution of plate and shell, and in the analysis of the experimental solutions and analytical solutions. The reliability and the accuracy of the bar simulation method in the study of shear lag effect of single box double cell box girder are verified.
Keywords:single box double cell box girder  shear lag effect  the bar simulation method
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