mesh division 中文意思是什麼

mesh division 解釋
有限元法劃分網格
  • mesh : n 1 網眼;篩孔;〈pl 〉網,網狀物,網路;網絲;銅紗;〈pl 〉法網。2 【機械工程】(齒輪的)嚙合。v...
  • division : n 1 分,分開,分割;分劃,區分。2 分配;分派。3 分裂,(意見)不一致,傾軋。4 區域;〈英國〉選區...
  1. Some crucial design principles, methods and techniques in petsc are highlighted. propose a general scheme for the parallelization of an unstructured mesh, including graph partitioning, data division and mesh managing, based on message passing programming style. propose a series of comprehensive considerations about how to achieve a well - designed, object - oriented and data - distributed parallel software

    ?從軟體外在的功能組織、使用模式與內在的設計思想、實現技術及其因果關聯性等多重角度出發,對petsc做了深入的分析探討,尤其從源代碼的層次,重點剖析了petsc的面向對象、中性數據結構、上下文環境、并行設計與通信等重要核心技術的實現方法及其對petsc使用模式和性能所產生的意義。
  2. By the analysis of the present computational models and methods on anchor bolts, the author deems that there are some disadvantages in these methods, such as : ( 1 ) the models ca n ' t reflect the relative slide between the bolts and geotechnical mass ; ( 2 ) the division of fem mesh is too complicated ; ( 3 ) some computational parameters of the bolts are difficult to determine

    論文中,通過對目前各種錨桿的有限元計算模型進行比較分析,發現它們存在著如下問題:無法反映錨桿和巖土體間的剪切?滑移作用;有限元網格劃分過于復雜;計算參數難以選擇和確定等。
  3. Otherwise, the existence of the bolt element adds no trouble on the division of the mesh. based on the aforementioned theory, the relevant formulae and program of fem are developed

    論文中,作者根據等參元理論建立了三結點錨桿單元計算公式,並研製了相應的有限元計算程序。
  4. ( 3 ) reinforced concrete frame columns modeled by using three - dimensional solid element to concrete and three - dimensional bar to reinforcing steel bar, and at the same time consideration the adhesive bond between reinforcing steel bar and concrete, the fem is used. by choosing reasonable element, determining mesh division and load steps, simulation of load - displacement, cracking, yielding and ultimate load, crack development history, and calculating fail crack diagram of reinforcement concrete frame columns under laterally monotonic load are conducted. the analyses are compared with the experimental results

    ( 3 )混凝土用三維實體單元、鋼筋用空間桿單元對鋼筋混凝土框架柱進行三維建摸,而且同時考慮了鋼筋和混凝土的粘結性能,通過合理的單元選取、網格劃分及荷載步的確定,模擬了單調荷載作用下鋼筋混凝土框架柱的荷載啦移曲線、開裂荷載、屈服荷載及最大荷載、裂縫發展規律、計算破壞裂縫圖,並與相應的試驗結果進行了比較分析。
分享友人