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后处理程序的英文

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"后处理程序"怎么读用"后处理程序"造句

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  • down stream
  • post processor
  • postprocessor

例句与用法

  • After studying the analysis program of dam ' s stability , the author complete its pre - process and post - process programs
    在对土石坝地震稳定性分析程序进一步研究的基础上,作者编制了该分析程序的一些前、后处理程序
  • In order to coordinate internal force calculation in algor feas , the preceding processing program and post processing program are worked out
    为了配合algorfeas的内力计算,本文还用visualbasic编制了前处理程序和后处理程序
  • In the end , some methods about the deformation and intensity of projectile pulling in can be concluded and will be beneficial to the design in future
    K输入文件,修改参数并试算,最后运用ansys或ls - dyna的后处理程序查看结果并进行瞬态分析。
  • Making use of post program can get ei curve convenient and give the reference of metallic hose and multilayer bellows design
    同时在ansys中使用专用后处理程序,可以方便的得出各向刚度曲线等图表,为金属软管和多层波纹管的设计生产提供了参考。
  • The postprocessor analyze the distributing characteristic and the changing orders of stresses and strains , as well as maximal stress fields and maximal strain fields
    利用后处理程序分析了铆钉塑性变形的应力、应变的变化规律,单项最大应力区和单项最大应变区的分布特点。
  • Different section internal force of structure can be calculated by post procedure drawn up in this thesis . internal force chart of section can be automatically drawn when imported autocad
    本文利用编制的后处理程序计算结构的内力,通过autocad接口绘制计算截面的内力图,分析评价进水塔结构的受力状态。
  • The most danger place is discovered . the advices to improve the components structure are given on the basis of deform and stress distribution . ( 6 ) the modal analysis of the main frame is carried out . the method of centralized mass is made use of
    ( 5 )利用ansys软件对主机架进行建模,根据实际情况对各种工况施加荷载和约束条件,利用该软件的后处理程序,分析主机架上各点在各工况下的应力与变形,找出最危险点,从而对主机架结构进行改进。
  • Firstly , this paper systematically deals with the development the pile foundation ; secondly , this paper importantly talks about the finite element program of pile foundation " s theoretical base and calculating model ; thirdly , this paper using the sap software to make grids , the front auxiliary program , the finite element program of pile foundation and the behind auxiliary program , so that the pile " s ultimately bearing capacity in a practical pile foundation is gotten ; finally , this paper contrastively analyses the pile " s ultimately bearing capacity by the static load test ; according to the calculated results and analysis , this paper gets some valuable conclusion , which can be used in practice
    其次,本文着重讨论了《桩基承载性状有限元程序》的理论基础和计算模型;再次,本文利用sap软件剖分网格,将编译得到的数据文件调入前处理程序,然后进入《桩基承载性状有限元程序》 ,经后处理程序处理后,来分析桩基工程实际中单桩的极限承载力。本文还详细分析了桩基工程实例的静载试验的实测资料,得到了单桩的极限承载力。最后,本文将用有限单元法计算得到的单桩极限承载力与静载试验结果进行对比研究,说明用有限单元法来分析单桩极限承载力具有可靠的精度是可行的。
  • 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。
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