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钢筋混凝土板弯曲分析的边界单元法
引用本文:张伟星.钢筋混凝土板弯曲分析的边界单元法[J].安徽建筑工业学院学报,2000,8(1):22-24.
作者姓名:张伟星
作者单位:青岛建筑工程学院!青岛266033
摘    要:用非奇异基本解建立求解钢筋混凝土板弯曲问题的边界积分方程。非奇异基本解取自各向同性板弯曲问题齐次微分方程的一般解和完备系 ,使求解边界积分方程容易。文中对边界未知量采用样条插值 ,计算精度良好。

关 键 词:钢筋混凝土板  非奇异基本解  完备系

THE BOUNDARY ELEMENT METHOD FOR BENDING ANALYSIS OF REINFORCED CONCRETE PLATE
Zhang Weixing.THE BOUNDARY ELEMENT METHOD FOR BENDING ANALYSIS OF REINFORCED CONCRETE PLATE[J].Journal of Anhui Institute of Architecture(Natural Science),2000,8(1):22-24.
Authors:Zhang Weixing
Abstract:In this paper,the boundary element equation for solving the bending problem of reinforced concrete plate has been founded by applying non-singular fundamental solution. The non-singular fundamental solution is obtained from the general solution and the complete system of the homogeneous differential equation,which result the solution of the boundary integral equation easier to be obtained. The spline interpolation which is used for boundary unknown element make the calculation in good precision.
Keywords:reinforced concrete plate  non-singular fundamental solution  complete system
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