荷载横变位下箱梁剪滞效应的二次抛物线解  

Quadric Parabolic Solution of Box Beam Shear Lag Effects with Different Lateral Loading Position

作　　者：杨玫[1] 吴亚平[1] 苏强[1] 周大为[1] 董晓亮[1] 

机构地区：[1]兰州交通大学土木工程学院,甘肃兰州730070

出　　处：《兰州交通大学学报》2007年第1期71-74,共4页Journal of Lanzhou Jiaotong University

基　　金：国家自然科学基金资助项目(50678076)

摘　　要：不同于以往将荷载作用于箱梁的肋板处研究剪力滞效应,采用将对称的荷载作用于上翼缘板的其他横向位置,结合数值模拟的结果,以二次抛物线作为箱梁翼缘板的纵向位移函数,通过能量变分法,推导出荷载作用在横向任意位置时箱梁的应力,从而得到荷载在不同横向位置时箱梁剪力滞效应的变化规律.Different from the study of shear lag effect that load act on costal board of box beam, the shear lag effect of symmetrical loads acting at other lateral position of box beam is studied, and a quadric parabolic function is adopted to simulate axial displacement of box beam flange. In the procedure the energy method is used to educe stress and shear lag effect of the box beams,and the change rule of shear lag effect of the box beams with different lateral loading position is obtained in this paper.

关 键 词：箱型梁 剪力滞效应 荷载横向作用位置 能量变分法 

分 类 号：U448.213[建筑科学—桥梁与隧道工程]