English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 55542/89862 (62%)
造訪人次 : 11012925      線上人數 : 39
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
搜尋範圍 查詢小技巧:
  • 您可在西文檢索詞彙前後加上"雙引號",以獲取較精準的檢索結果
  • 若欲以作者姓名搜尋,建議至進階搜尋限定作者欄位,可獲得較完整資料
  • 進階搜尋
    請使用永久網址來引用或連結此文件: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/44856

    題名: A Partial Hybrid Stress Model for the Refined C Higher-Order Plate Theory
    其他題名: 修正C'高階層板理論部份應力模式
    作者: 曾一平;吳志強
    貢獻者: 淡江大學土木工程學系
    關鍵詞: partial hybrid stress model;transverse shear stress;refined C1 higher‐order plate theory
    日期: 1991-11
    上傳時間: 2013-07-11 11:50:11 (UTC+8)
    出版者: Taipei : Chinese Institute of Chemical Engineers
    摘要: The partial hybrid stress model is applied to the refined C 1 higher‐order plate theory in this paper. The displacement model is adopted in the flexural part and the hybrid stress model in the transverse shear part. The plate concept is introduced and the governing equations of plate are derived variationally from the modified Hellinger‐Reissner principle. This new plate element is demonstrated to be more accurate than displacement formulation in the analysis of orthotropic thick laminated plates. Moreover, the through thickness distribution of transverse shear stress is precisely predicted.
    關聯: Journal of the Chinese Institute of Engineers=中國工程學刊 14(6), pp.593-601
    DOI: 10.1080/02533839.1991.9677375
    顯示於類別:[土木工程學系暨研究所] 期刊論文


    檔案 大小格式瀏覽次數



    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library & TKU Library IR teams. Copyright ©   - 回饋