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三维20节点六面体和10节点四面体单元的高精度中节点集中质量矩阵
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作者 侯松阳 王东东 +1 位作者 吴振宇 林智炜 《力学学报》 EI CAS CSCD 北大核心 2023年第9期2043-2055,共13页
对于工程分析中常用的三维20节点六面体和10节点四面体单元,采用行求和法得到的集中质量矩阵由于包含负质量元素,难以直接用于动力分析.虽然常用的主对角元素放大法,即HRZ方法,可以有效规避负质量元素,但是该方法仍缺乏理论层面的精度分... 对于工程分析中常用的三维20节点六面体和10节点四面体单元,采用行求和法得到的集中质量矩阵由于包含负质量元素,难以直接用于动力分析.虽然常用的主对角元素放大法,即HRZ方法,可以有效规避负质量元素,但是该方法仍缺乏理论层面的精度分析.本文首先以三维20节点六面体单元为例,构造一种包含待定参数的广义集中质量矩阵,并将HRZ集中质量矩阵作为特例涵盖其中,进而建立了20节点六面体单元广义集中质量矩阵的频率精度表达式.然后,通过参数优化,提出20节点六面体单元的中节点集中质量矩阵构造方法,并从理论上证明其精度优于HRZ集中质量矩阵.该中节点集中质量矩阵形式简单,非常便于推广到10节点四面体单元.此外,利用中节点集中质量矩阵含有主对角零质量元素的特点,通过静力凝聚建立了相应的动力分析降阶模型,在保证计算精度的同时可大幅提升计算效率.自由振动和时程分析结果均表明,对于三维20节点六面体单元和10节点四面体单元,中节点集中质量矩阵的计算精度明显高于HRZ集中质量矩阵. 展开更多
关键词 20 节点六面体单元 10 节点四面体单元 主对角元素放大法 中节点集中质量矩阵 频率精度 降阶 模型
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Are “Higher-Order” and “Layer-wise Zig-Zag” Plate & Shell Theories Necessary for Functionally Graded Materials and Structures?
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作者 Yaping Zhang Qifeng Fan +1 位作者 Leiting Dong Satya NAtluri 《Computer Modeling in Engineering & Sciences》 SCIE EI 2016年第7期1-32,共32页
Similar to the very vast prior literature on analyzing laminated composite structures,“higher-order”and“layer-wise higher-order”plate and shell theories for functionally-graded(FG)materials and structures are also... Similar to the very vast prior literature on analyzing laminated composite structures,“higher-order”and“layer-wise higher-order”plate and shell theories for functionally-graded(FG)materials and structures are also widely popularized in the literature of the past two decades.However,such higher-order theories involve(1)postulating very complex assumptions for plate/shell kinematics in the thickness direction,(2)defining generalized variables of displacements,strains,and stresses,and(3)developing very complex governing equilibrium,compatibility,and constitutive equations in terms of newly-defined generalized kinematic and generalized kinetic variables.Their industrial applications are thus hindered by their inherent complexity,and the fact that it is difficult for end-users(front-line structural engineers)to completely understand all the newly-defined generalized DOFs for FEM in the higher-order and layer-wise theories.In an entirely different way,very simple 20-node and 27-node 3-D continuum solid-shell elements are developed in this paper,based on the simple theory of 3D solid mechanics,for static and dynamic analyses of functionally-graded plates and shells.A simple Over-Integration(a 4-point Gauss integration in the thickness direction)is used to evaluate the stiffness matrices of each element,while only a single element is used in the thickness direction without increasing the number of degrees of freedom.A stress-recovery approach is used to compute the distribution of transverse stresses by considering the equations of 3D elasticity in Cartesian as well as cylindrical polar coordinates.Comprehensive numerical results are presented for static and dynamic analyses of FG plates and shells,which agree well,either with the existing solutions in the published literature,or with the computationally very expensive solutions obtained by using simple 3D isoparametric elements(with standard Gauss Quadrature)available in NASTRAN(wherein many 3D elements are used in the thickness direction to capture the varying material properties).The effects of the material gradient index,the span-to-thickness ratio,the aspect ratio and the boundary conditions are also studied in the solutions of FG structures.Because the proposed methodology merely involves:(2)standard displacement DOFs at each node,(2)involves a simple 4-point Gaussian over-integration in the thickness direction,(3)relies only on the simple theory of solid mechanics,and(4)is capable of accurately and efficiently predicting the static and dynamical behavior of FG structures in a very simple and cost-effective manner,it is thus believed by the authors that the painstaking and cumbersome development of“higher-order”or“layer-wise higher-order”theories is not entirely necessary for the analyses of FG plates and shells. 展开更多
关键词 functionally GRADED plates and SHELLS 20-node hexahedral element 27-node over-integration higher order theory layer-wise
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