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变形图的英文

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"变形图"怎么读用"变形图"造句

英文翻译手机手机版

  • deformation map
  • deformation pattern
  • load-deformation diagram
  • pattern of deformation

例句与用法

  • The visual display of the result data includes structural deforming graph , animation simulation , three dimension image , contour , isosurface and cloud map etc . in this paper , a volume rendering algorithms is discussed
    在对这些数据的可视化表现可以分为结构变形图,结构受力动画模拟,三维图像,等值线,云图等。
  • By this program , finite element mesh automatic dissection , finite element calculation , optimum design of structures , finite element mesh drawing , displace of finite element mesh drawing are integrated , which makes structural analysis easier
    通过这套程序,实现了有限元网格自动剖分,有限元计算,结构优化设计,有限元网格图绘制,有限元网格变形图绘制的一体化,使得计算成果的分析工作简洁、方便。
  • From the experiment results , the algorithm can automatically metamorphose image and avoid the most tedious part of image morphing . 4 . a automatic image morphing algorithm based on modifying active contour model is present , which automatically specifies the feature point with modifying active contour model
    用户只需在被变形图象上粗略地给定几个初始点,算法就能自动准确地指定被变形图象的特征基元,并且能自动确定其对应关系。
  • Then a dynamic visualization software - - afterdraw , which aims at 2d elastic - plastic fem , is programmed . afterdraw is capable of drawing the deformation figures of material , the regions of plasticity and the regions of tension distributing figures , primary stress vector figures and primary strain vector figures . besides , atterdraw could realistically dynamically simulate the deformation of the whole process of construction
    在此基础上,研究了针对二维弹塑性有限元的动态可视化后处理软件afterdraw , afterdraw能够绘制基坑工程各步施工的结构变形图、塑性区和受拉破坏区分布图、主应力矢量图和位移矢量图, afterdraw还能够逼真地动念模拟基坑工程整个施工过程变形情况。
  • This software is composed of three modules : the pre - processing , analysis and calculation and post - processing . in the pre - processing , it includes automatic generation of structural meshes , adding contraints and loads and so on ; in the analysis and calculation , the wave - front is used to calculate and establish data files related ; in the post - processing , strong and visual function of vc + + is utilized to display structural deformation graph , contours as well as color cloud pictures . in this last processing , deformation graphs are divided into two types - boundary deformation graph and entire deformation graph in order to show deformation condition entirely ; contour graph comprises isodisplacement graph and isostress graph ; color cloud picture comprises cloud picture of displacement and that of stress , whose drawing principle is isoparametric mapping method
    该软件由三个模块组成,即前处理、分析计算和后处理。在前处理模块中,主要包括结构网格的自动剖分、施加约束以及载荷等;在分析计算模块中,采用波前法计算并形成有关数据文件;在后处理模块中,利用vc + +强大的可视化功能自动整理计算成果并显示结构变形图、等值线图和彩色云图。其中,变形图分为两种?外框变形图和整体网格变形图,以便能综合显示变形情况。
  • Finally , in order to improve the efficiency of the calculation and design , a software on finite element graphic treatment using vba connecting fortran program and autocad 2000 is developed to make structural analysis easier than before , with which the internal forces figures ( including bending moments , axial forces and shearing forces ) and structural deformation figures are drawn automatically
    4 、为提高设计计算的效率,利用vba开发了相应的有限元图形处理软件,该软件实现了fortran程序与autocad的连接,利用杆系有限元程序计算得到的结果,自动绘制出内力图(包括弯矩、轴力和剪力)以及结构的变形图,图形的自动形成使得计算成果的分析工作简洁、方便。
  • Recurring to pre - process program of ansys and drawing functions of winsurf , pre - process program serving to finite elements auto - division of dam bodies and basements models and post - process program capable of plotting various isolines of stress and dams " distortion are worked out . collecting program of data files necessary for dams " dynamic stability analysis is also finished
    借助于ansys前处理程序和winsurf绘图功能,用vb6 . 0语言编制了用于进行坝体?坝基模型有限元网格自动划分的前处理程序和能够绘制各种应力等值线或坝体变形图的后处理程序;编制了进行土石坝地震稳定性分析所需要的数据文件集成程序。
  • 5 , such results as the list of the reaction force , deformation figure of the truss the contour of the nodes displacement , the contour of the element stress , and the contour of the node stress , are attained under the static force , the analysis of the finite element show that the maximum stress reaches the value of 285mpa , and then the frame body has the larger stress concentration in this position , if the welding around is not adopted
    通过ansys5 . 5软件有限元分析,得出了各支座反力和节点应力列表,以及桁架在静力作用下的变形图、节点位移等值线图、单元应力等值线图、节点应力等值线图。有限元分析计算表明,在不采用周边焊的情况下最大应力可达285mpa ,具有较大的应力集中。
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