摘要
设置了2个不同的剪滞纵向位移差函数(U1(x),U2(x))以准确反映工字形梁(b1≠b2)不同宽度翼板的剪滞变化幅度,提出了一种能对工程中常用的宽翼薄壁工字形梁力学特性进行分析的方法。该文以能量变分原理为基础,建立了工字形梁静、动力分析的控制微分方程和自然边界条件,获得了相应广义位移的闭和解。在算例中,该文解析解与板壳有限元结果吻合较好,证明了该方法的有效性。
This paper proposes an approach to analyze the mechanical characteristics of the thin-walled I-beams with wide flange. Two different longitudinal displacement difference functions （U1 （x）, U2 （x）） are considered to account for the change of shear lag in the thin-walled I-beams with various widths of wing slabs （b1 ≠ b2）. The energy variation principle is applied to establish the governing differential equations and corresponding natural boundary conditions on the static and dynamic characteristics of thin-walled I-beam, and closed-form solutions of generalized displacements are obtained. The f＇mite shell element solutions are compared with the analytical solutions of this paper and the proposed approach is validated.
出处
《工程力学》
EI
CSCD
北大核心
2009年第2期42-47,共6页
Engineering Mechanics
基金
国家自然科学基金项目(50578054)
关键词
桥梁工程
剪滞效应
翘曲位移函数
能量变分原理
工字形梁
bridge engineering
shear lag effect
warping displacement function
energy variation principle
I-beam
