助手标题  
全文文献 工具书 数字 学术定义 翻译助手 学术趋势 更多
查询帮助
意见反馈
   plate element 在 工业通用技术及设备 分类中 的翻译结果: 查询用时:0.01秒
图标索引 在分类学科中查询
所有学科
工业通用技术及设备
数学
力学
建筑科学与工程
船舶工业
材料科学
公路与水路运输
无机化工
有机化工
更多类别查询

图标索引 历史查询
 

plate element
相关语句
  板单元
    FORMULATION FOR GENERALIZED CONFORMING PLATE ELEMENT WITH FERGUSON’S SURFACE
    Ferguson曲面构造广义协调板单元
短句来源
    Partial Effect Modification of Triangle Plate Element Based on Newmark Method
    基于Newmark法的三角形板单元局部效应修正
短句来源
    ANALYSIS ON LOCAL EFFECT OF PLATE ELEMENT UNDER ARBITRARY EXCITATION
    任意荷载下板单元局部效应分析
短句来源
    Geometrically Nonlinear Adapting Rectangular Plate Element
    几何非线性协调矩形板单元
短句来源
    Large Deformation Stiffened Plate Element for Eccentrically Stiffened Laminated Composite Plates
    复合材料大变形偏心加筋板单元
短句来源
更多       
  “plate element”译为未确定词的双语例句
    3. According to the discrete Kirchhoff theory, a bending plate element was derived, and the one-dimensional beam element was also derived in 3-D space.
    3.生成了基于离散Kirchhoff理论的板弯曲单元和空间一维杆单元。
短句来源
    A LAMINATED PLATE ELEMENT BASED ON THE “INDIVIDUAL ELEMENT TEST”
    基于“单独单元试验”的层合板有限元
短句来源
    On the basis of minor distortion and linear elasticity hypothesis, the dynamic equation of sandwich plate with constrained damping layer is presented, and a sandwich plate element is developed.
    在小变形线弹性理论的基础上,给出了粘弹性约束阻尼夹层板结构的有限元动力方程,构造了阻尼夹层板单元。
短句来源
    This paper presents a thin plate element with Ferguson ’s bending surfaceaccording to generalized con forming theory, and advances it to moderate thick plate problem,regarded it as to-dimesional deep beam and getting out the function of element border byusing Timoshenko's beam theorem. The formulation of element can give the satisfactoryresults when the thick/long ratio is less than 1/4 and avoid shear lock phenomenon.
    根据广义协调原理,利用Ferguson曲面构造出薄板弯曲单元,将中厚板视为双向深梁,由Timoshenko深梁理论求出单元边界拟合函数,从而将Ferguson曲面推广到中厚度板.所得单元模型在厚长比小于1/4时能给出较满意的数值结果,且不出现剪切闭锁现象.
短句来源
    The singularity of thick and thin plate element stiffness matrix due to the use of the reduced integration on the basis of the finite element is investigated.
    本文研究了薄厚板壳有限单元统一性理论中,由于采用降阶积分而使得刚度矩阵产生奇异的问题。
短句来源
更多       
查询“plate element”译词为用户自定义的双语例句

    我想查看译文中含有:的双语例句
例句
为了更好的帮助您理解掌握查询词或其译词在地道英语中的实际用法,我们为您准备了出自英文原文的大量英语例句,供您参考。
  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.
      
更多          


For the purpose of applying the Bergan/s "individual clement test" and "free formulation" , this paper suggests a laminated plate element including bend-cxtensional coupling. The numerical results of some sample problem show that this clement is satisfying.

本文利用Bergan的“单独单元试验”(简写为IET)和“自由公式”,提供了一个具有拉-弯耦合效应的复合材料层合板单元,对典型问题的数值计算表明其性能良好。

This paper presents a thin plate element with Ferguson ’s bending surfaceaccording to generalized con forming theory, and advances it to moderate thick plate problem,regarded it as to-dimesional deep beam and getting out the function of element border byusing Timoshenko's beam theorem. The formulation of element can give the satisfactoryresults when the thick/long ratio is less than 1/4 and avoid shear lock phenomenon.

根据广义协调原理,利用Ferguson曲面构造出薄板弯曲单元,将中厚板视为双向深梁,由Timoshenko深梁理论求出单元边界拟合函数,从而将Ferguson曲面推广到中厚度板.所得单元模型在厚长比小于1/4时能给出较满意的数值结果,且不出现剪切闭锁现象.

In this paper, the transfer matrix method for the asymmetric free vibration of the circular (annular) plates with variable thickness on Winkler foundation is presented. Applying the theory of Bessel function, the exact transfer matrix formulae of the asymmetric free vibration of the circular and annular plate elements with uniform thickness can be obtained. Then, the variable thickness circular (annular) plates on Winkler foundation are decomposed into a series of uniform circular and annular...

In this paper, the transfer matrix method for the asymmetric free vibration of the circular (annular) plates with variable thickness on Winkler foundation is presented. Applying the theory of Bessel function, the exact transfer matrix formulae of the asymmetric free vibration of the circular and annular plate elements with uniform thickness can be obtained. Then, the variable thickness circular (annular) plates on Winkler foundation are decomposed into a series of uniform circular and annular plate elements and the global transfer matrix formulae of the variable thickness circular and annular plates are obtained by use of transfer matrix method. Some numerical results are given, which demonstrate the effects of plate thickness and foundation modulus on the natural frequencies.

本文提出了Winkler地基上变厚度圆(环)板非对称自由振动的传递矩阵法.应用贝塞尔函数理论,求得等厚度圆板和环板单元非对称自由振动传递矩阵的正确公式.然后将Winkler地基上的变厚度圆(环)板划分成一系列的等厚度的圆板和环板单元,应用传递矩阵原理得到变厚度圆(环)板的整体传递矩阵公式.最后给出了一些数值结果,表明板厚和地基模量变化对固有频率的影响.

 
<< 更多相关文摘    
图标索引 相关查询

 


 
CNKI小工具
在英文学术搜索中查有关plate element的内容
在知识搜索中查有关plate element的内容
在数字搜索中查有关plate element的内容
在概念知识元中查有关plate element的内容
在学术趋势中查有关plate element的内容
 
 

CNKI主页设CNKI翻译助手为主页 | 收藏CNKI翻译助手 | 广告服务 | 英文学术搜索
版权图标  2008 CNKI-中国知网
京ICP证040431号 互联网出版许可证 新出网证(京)字008号
北京市公安局海淀分局 备案号:110 1081725
版权图标 2008中国知网(cnki) 中国学术期刊(光盘版)电子杂志社