中大機構典藏-NCU Institutional Repository-提供博碩士論文、考古題、期刊論文、研究計畫等下載:Item 987654321/416
English  |  正體中文  |  简体中文  |  全文笔数/总笔数 : 80990/80990 (100%)
造访人次 : 42714559      在线人数 : 1373
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
搜寻范围 查询小技巧:
  • 您可在西文检索词汇前后加上"双引号",以获取较精准的检索结果
  • 若欲以作者姓名搜寻,建议至进阶搜寻限定作者字段,可获得较完整数据
  • 进阶搜寻


    jsp.display-item.identifier=請使用永久網址來引用或連結此文件: http://ir.lib.ncu.edu.tw/handle/987654321/416


    题名: 斷裂式有限元素法之網格策略與向量化/平行化加速運算;Adaptive strategies and vectorized/parallel computation for fragmentation simulations
    作者: 葉昶麟;Chaang-Lin Yah
    贡献者: 土木工程研究所
    关键词: 有限元素;斷裂;穿透;適應性;向量化;平行化;撞擊;finite element;fragmentation;penetration
    日期: 2001-01-16
    上传时间: 2009-09-18 17:05:12 (UTC+8)
    出版者: 國立中央大學圖書館
    摘要: 本文之研究目的在於分析結構物受撞擊而產生變形與破壞之行為,探討改進物體開裂後內部碰撞接觸之模擬方法,並配合適當的破壞準則,以顯性時間積分法分析物體受撞擊破壞前後之力學行為,於有限元素法的計算過程中建立適應性方法以改進網格,提升程式的計算效能,以獲得兼具合理性與經濟性的分析結果:其次,根據高效能電腦向量計算與平行計算之特性撰寫程式,模擬混凝土撞擊穿透等工程問題。在本文的研究結果中顯示,適應性網格流程可用較少的節點與元素個數獲得更合理的分析結果;且以顯示時間積分求解的斷裂式有限元素分析,配合負載平衡的觀念,非常適合應用於高效能電腦之加速運算。 A numerical scheme based on the two-dimensional adaptive mesh generation technigue, incorporated with fragmental algorithm for finite element analysis, is proposed in this research for study of the behavior of fractured structure. Due to the solution technique accompanied with explicit time integration, it is not necessary to solve the nonlinear problems with any of the iterative procedures. The characteristics of the algorithm and the associated data structure constructed with explicit integration method is proved to well suit for use with h-r type adaptive grid generation technique. Also,we describe a general strategy we have found effective for both vectorization and parallelizing fragmentation simulations. Such simulations often have several computationally intensive parts, including finite element integration, detection of material contacts, and inter-element collision. Our strategy is to load-balance each of the signifcant computations independently with whatever balancing technique is most appropriate. The proposed algorithm based on vectorization and parallelizing should have useful applications in both the assessment of damage and the design of repair for fractured engineering structures.
    显示于类别:[土木工程研究所] 博碩士論文

    文件中的档案:

    档案 大小格式浏览次数


    在NCUIR中所有的数据项都受到原著作权保护.

    社群 sharing

    ::: Copyright National Central University. | 國立中央大學圖書館版權所有 | 收藏本站 | 設為首頁 | 最佳瀏覽畫面: 1024*768 | 建站日期:8-24-2009 :::
    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - 隱私權政策聲明