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mesh density中文是什么意思

  • 網(wǎng)格密度

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  • This research focuses on comparing all the modal analysis results with different meshing densities
    重點(diǎn)比較了在不同網(wǎng)格劃分精度下,有限元模態(tài)分析的結(jié)果。
  • Structured quad mesh generation of curved surfaces and method of locally adding mesh density based on mapping approach
    基于映射法的曲面結(jié)構(gòu)化四邊形網(wǎng)格剖分及局部加密技術(shù)
  • With this method , a feature control - based adaptive finite element mesh , by feature definition , search of feature point , line and region , the feature - based mesh density control can be realized
    通過特征定義及特征點(diǎn)、線、域搜索,可實(shí)現(xiàn)基于特征控制的自適應(yīng)有限元網(wǎng)格密度分布。
  • Two numerical examples of simple component in two and three dimensions are analyzed respectively by using the formulated transition element . the calculated results show that the formulated transition element can realize the transition between elements with different mesh densities and the calculated stress has a higher precision , which suggests that the transition method using the formulated two dimensional and three dimensional transition element is feasible for the transition between different meshes of elements in the multi - scale damage modeling
    進(jìn)行了相應(yīng)的數(shù)值分析,應(yīng)力計(jì)算結(jié)果表明:構(gòu)造的過渡單元能夠?qū)崿F(xiàn)疏密網(wǎng)格之間的單元過渡,應(yīng)力計(jì)算性能良好,表明文中所提出的過渡單元的連接過渡方案是可行的,初步實(shí)現(xiàn)了結(jié)構(gòu)跨尺度損傷模擬過程中所需要的疏密網(wǎng)格單元之間的過渡。
  • The integral seismic behaviors of other three kinds of connection , namely bfp , dst , and sep connections are better than that of normal wfp connection . by the way , finite - element ( fe ) analyses were conducted to predict the influence on cfst structure under different kinds of elements , mesh density , load manners and boundary conditions . after that , a special program was designed to define the constitutive relationship of concrete material in cfst structures based on apdl in ansys program
    此外,本文探討了不同的單元類型、不同的網(wǎng)格劃分密度、加載方式與邊界條件對鋼管混凝土組合結(jié)構(gòu)數(shù)值計(jì)算的影響,運(yùn)用ansys中的apdl語言,編寫了適合鋼管混凝土結(jié)構(gòu)分析的混凝土材料本構(gòu)關(guān)系程序,并運(yùn)用該程序結(jié)合ansys對常規(guī)栓焊節(jié)點(diǎn)與翼緣全螺栓連接節(jié)點(diǎn)的滯回性能進(jìn)行了初步計(jì)算,為進(jìn)一步地?cái)?shù)值分析打下了基礎(chǔ)。
  • Third , it analyzes different influences upon the life predication by comparing different models of the same package , different constitutive models of the same solder ball ' s materials , different life prediction models , different solder ball dimensions , different mesh density etc . finally , it compares some popular constitutive models of the solder ball materials , and constructs an integrated constitutive model by different curve fits
    接著,又在上述分析的基礎(chǔ)上,比較了同種封裝的不同模型(如條形模型, 1 4模型, 1 8模型) 、相同焊球材料的不同本構(gòu)模型、不同壽命預(yù)測模型、不同焊球尺寸及網(wǎng)格密度等方面對壽命預(yù)測的影響。
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