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钢筋混凝土板弯曲分析的边界单元法

THE BOUNDARY ELEMENT METHOD FOR BENDING ANALYSIS OF REINFORCED CONCRETE PLATE

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【作者】 张伟星

【Author】 Zhang Weixing (Qingdao Architectural and Engineering Institute,Qingdao, 266033)

【机构】 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。

【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.

  • 【文献出处】 安徽建筑工业学院学报(自然科学版) ,JOURNAL OF ANHUI INSTITUTE OF ARCHITECTURE , 编辑部邮箱 ,2000年01期
  • 【分类号】O343.1
  • 【下载频次】42
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