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plate element     
相关语句
  板单元
     A 12-Node Hybrid/Mixed Quadrilateral Reissner-Mindlin Plate Element
     12-节点杂交/混合Reissner-Mindlin板单元
短句来源
     A quadrilateral 8-node Mindlin plate element
     四边形8-结点Mindlin板单元
短句来源
     GEOMETRICALLY NONLINEAR GENERALIZED CONFORMING QUADRILATERAL PLATE ELEMENT
     几何非线性广义协调四边形板单元
短句来源
     ONE METHOD REALIZE PREPRESS IN PLATE ELEMENT OF MIDAS/CIVIL
     一种 Midas/Civil板单元实现预应力的方法
短句来源
     Then, for the plate twist problem, the performances of different plate element models, DKE/DSE in SAP2000 and the thin-thick generalized conforming plate element TMQ in SATWE, were compared numerically.
     继而对SAP2000采用的薄板/厚板单元DKE/DSE、SATWE采用的厚薄通用广义协调板单元TMQ在板扭转问题中的性能进行了计算比较;
短句来源
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  板元
     ERROR ANALYSIS OF 12-PARAMETER COONS’ RECTANGULAR PLATE ELEMENT
     12参数COONS矩形板元的误差分析
短句来源
     The Quadrilateral Mindlin Plate Element in TDDNA
     TDDNA程序单点积分的四边边形Mindlin板元
短句来源
     L~∞-Error Estimate of a Nonconfoming Rectangular Plate Element
     一个非协调矩形板元的L~∞-估计
短句来源
     A quadrilteral Reissner-Mindlin plate element
     任意四边形Reissner-Mindlin板元
短句来源
     The Dynamic Stiffness Matrix of the Finite Annular Plate Element
     动态环板元的动刚度矩阵
短句来源
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  板单元的
     On the basis of discussing on the beam element, the thickness of the plate element t and the inertia Iy as the parameters of sensitivity analysis were discussed to analyze the structure parameter by themethod of the difference sensitivity analysis.
     本文应用差分敏感性分析的方法对结构物理参数进行分析,通过前面对梁单元的讨论,将计算模型中敏感性分析的参数缩小为仅讨论板单元的厚度t_p和梁单元的惯性矩I_y。
短句来源
     Analysis of Local Effect of Triangular Plate Element
     三角形板单元的局部效应分析
短句来源
     The analytical trial function method was used to extend the existing Kirchhoff triangular thin plate element, to the corresponding lock-free Mindlin triangular thick plate element.
     为了有效克服剪切闭锁问题,利用已有的薄板单元构造厚薄板通用单元,提出了采用解析试函数法(ATF),将已有的Kirchhoff三角形薄板单元推广为相应的Mindlin三角形厚板单元的通用方法。
短句来源
     ERROR ANALYSIS OF QUADRIC SPLINE RECTANGULAR THIN PLATE ELEMENT
     二次样条矩形簿板单元的误差分析
短句来源
     Firstly, by applying the theory of Kelvin functions, the exact transfer matrix of an annular plate element with uniform thickness is derived.
     其次,基于开尔文函数理论导出了文克勒地基上等厚度环板单元的正确传递矩阵,并证明了当地基参数趋近于零时,该传递矩阵退化为一般等厚度环板的传递矩阵.
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  “plate element”译为未确定词的双语例句
     Formulation of C_1 Conforming Parallelogram Thin Plate Element
     C_1阶协调平行四边形薄板单元的构造
短句来源
     And the Win3D_pb programme is resultful to analysis the structure, which can post the character of beam element and plate element in 3D special structure.
     采用Win3D_pb软件计算该仿树状空间特种结构,能够体现空间特种结构杆单元与板单元的受力特点。
短句来源
     A Refined First-Order Shear Deformation Theory and Triangular Plate Element of Composite Laminate
     精化一阶剪切变形理论和三角形层合板单元
短句来源
     The triangular thin plate element GPL-T9 was used as the example to be generalized to the thick/thin plate element GPLM.
     以薄板三角形单元GPL-T9为例,将薄板GPL-T9单元推广为相应的厚薄板通用单元GPLM。
短句来源
     QUASI-CONFORMING NONLINEAR ARBITARY QUADRILATERAL THIN PLATE ELEMENT
     拟协调非线性任意四边形薄板单元
短句来源
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  plate element
The first element is a thin-plate element that is based on the Kirchhoff plate assumptions and captures both membrane and bending stiffness effects.
      
The results indicate the differences in the dynamic response of the transverse shear deformable eight-noded element as compared to a four-noded plate element.
      
The development of a shear-deformable laminated plate element, based on the Mindlin plate theory, for use in large reference displacement analysis is presented.
      
An eight noded composite plate element for the dynamic analysis of spatial mechanism systems
      
The results have been included for the first few frequencies of the plate element for all the boundary conditions viz.
      
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This paper studies the geometrieal non-Linear problem of a stiffened plate and shell structure by the finite element method. The discrete elements used are triangular plate elements and beam elements. Both stresses due to the axial action of the beam and the membrane action of the plate are considered. Comoving coordinate system and incremental process are adopted and the effect of large deflection on loads is also discussed.

本文用有限元素法分析加筋板壳结构的几何非线性问题。将此类结构离散为三角形平板元素和梁元素的集合体。考虑了梁元的轴向应力和板元的薄膜应力的影响。采用拖带座标系和逐步增量法。还讨论了大挠度对载荷的影响。

The structural model test of a bulk carrier with topside tanks is carried out under four different loading conditions.The analysis is made by means of the finite element method in which beam elements and plate elements are employed. The technique of dependent nodes which are kinematically dependent upon the master nodesis introduced in order to reduce the number of degrees of freedom. The calculation method of equivalent nodal forces is discussed. It is found that the calculated results fitted...

The structural model test of a bulk carrier with topside tanks is carried out under four different loading conditions.The analysis is made by means of the finite element method in which beam elements and plate elements are employed. The technique of dependent nodes which are kinematically dependent upon the master nodesis introduced in order to reduce the number of degrees of freedom. The calculation method of equivalent nodal forces is discussed. It is found that the calculated results fitted the test data well.

对带有顶边水舱的散装货船的舷侧结构模型,在四种不同工况下进行了强度试验。用组合(杆和平面应力板单元)有限单元法进行了分析,为了减少独立自由度数,引进了运动上附属于主节点的附属节点,探讨了相当节点力的计算方法。计算结果与试验数据吻合程度较好。

In this paper a varying thickness plate element belonging to 3-variables hybrid displacement model is derived and tested. The matrices of that element are expressed in explicit forms. Derivation and application about that type of model are also discussed briefly. It is pointed out that functional with 3-vaviables is more effective than 2-variables when they are used ia analysis of varying thickness plates. It is also pointed out that there are only two possibilites to obtain concrete expressions...

In this paper a varying thickness plate element belonging to 3-variables hybrid displacement model is derived and tested. The matrices of that element are expressed in explicit forms. Derivation and application about that type of model are also discussed briefly. It is pointed out that functional with 3-vaviables is more effective than 2-variables when they are used ia analysis of varying thickness plates. It is also pointed out that there are only two possibilites to obtain concrete expressions for element stiffness matrix and nodal force column when 3-variables are used.

本文推导与试验一种变厚板单无,属于三变量杂交位移模型,有关矩阵均以显式表达。关于该类模型的演生与应用也略予讨论。文中指出对于变厚板单元的设计三变量比二变量杂交位移泛函更适用。关于三变量模型文中指出要获得具体的表达式只存在两种可能。

 
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