首页> 外文期刊>International Journal for Numerical Methods in Engineering >Eight-node membrane element with drilling degrees of freedom for analysis of in-plane stiffness of thick floor plates
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Eight-node membrane element with drilling degrees of freedom for analysis of in-plane stiffness of thick floor plates

机译:具有钻孔自由度的八节点膜单元,用于分析厚底板的平面内刚度

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摘要

The development of eight-node arbitrary quadrilateral membrane elements with drilling degrees of freedom is presented using the compatible displacement interpolation within the element. The element is considered to develop specifically for analysing the in-plane stiffness of thick floor plates in building systems, particularly the transfer plates in tall buildings as well as pile caps. With a new set of shape functions and following the displacement-based element procedure, the element stiffness and force vector are derived and nodal displacements are obtained after solving the simultaneous equations; the element stresses are then determined. A wide range of patch tests is conducted to evaluate the consistency and stability of the proposed element. The test results show very good agreement with the exact solutions of the beam theory. Numerical investigations are carried out, showing that the analyses using the proposed elements provide better results than those from the existing methods. Copyright (c) 2008 John Wiley & Sons, Ltd.
机译:利用在单元内的兼容位移插值法,提出了具有钻井自由度的八节点任意四边形膜单元的开发。该元件被认为是专门为分析建筑系统中厚地板的平面内刚度而开发的,尤其是高层建筑中的转移板以及桩帽。通过一组新的形状函数并遵循基于位移的单元程序,在求解联立方程后,推导了单元的刚度和力矢量,并获得了节点位移。然后确定单元应力。进行了广泛的补丁测试,以评估所提出元素的一致性和稳定性。测试结果表明与梁理论的精确解非常吻合。进行了数值研究,表明使用提出的元素进行的分析提供了比现有方法更好的结果。版权所有(c)2008 John Wiley&Sons,Ltd.

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