首页> 外文会议>Proceedings of Asia-Pacific conference on shell and spatial Structures >ANALYSIS OF FREE VIBRATION AND DYNAMIC RESPONSE IN THIN SHELLS BY USING GENERALIZED CONFORMING ELEMENT
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ANALYSIS OF FREE VIBRATION AND DYNAMIC RESPONSE IN THIN SHELLS BY USING GENERALIZED CONFORMING ELEMENT

机译:用广义协调元分析薄壳的自由振动和动力响应。

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In this paper,a triangular flat shell element with eighteen degrees of freedom is constructed.lt includes two parts of generalized conforming membrane element with drilling freedom and generalized conforming plate bending element.This generalized conforming triangular element could pass the patch test on arbitrary mesh subdivision and converge to the precise solution. This paper provides the displacement functions of membrane and bending parts of the flat thin triangular shell element respectively. According to some certain principles,the membrane stiffness matrix and bending stiffness matrix parts are combined into thin shell element stiffness matrix. In the same way,the combination of the element mass matrix can be obtained.By using subspace iteration method,the natural frequencies of low degrees are calculated. When we get the first and second circular frequencies,the damp matrix is also obtained.Through these characteristic matrixes,we can carry out the response analysis of spherical shells subjected to dynamic excitations,such as the horizontal and vertical earthquakes,etc. In the end of this paper,some calculating examples are given 2nd several important conclusions are obtained.
机译:本文构造了一个具有18个自由度的三角形扁壳单元。它包括两部分:具有钻井自由度的广义贴合膜单元和广义贴合板弯曲单元。并收敛到精确的解决方案。本文分别提供了扁平薄三角壳单元的膜片和弯曲部分的位移功能。根据某些原理,将膜刚度矩阵和弯曲刚度矩阵部分组合为薄壳单元刚度矩阵。同样,也可以得到单元质量矩阵的组合。通过子空间迭代法计算出低度的固有频率。当获得第一和第二圆形频率时,也获得了阻尼矩阵。通过这些特征矩阵,我们可以对承受水平和垂直地震等动态激励的球壳进行响应分析。最后,给出了一些计算实例,得出了一些重要的结论。

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