簡易檢索 / 詳目顯示

研究生: 黃偉奇
Huang, Wei-Chi
論文名稱: 圓柱殼大變形理論之分析
Large deformation analysis of the cylindrical shell
指導教授: 王永明
Wang, Yung-Ming
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系
Department of Civil Engineering
論文出版年: 2006
畢業學年度: 94
語文別: 中文
論文頁數: 73
中文關鍵詞: 大變形圓柱殼
外文關鍵詞: Large deformation, cylindrical shell
相關次數: 點閱:104下載:2
分享至:
查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報
  • 本文分析圓柱殼大變形,探討圓柱淺殼受均佈載重或彎矩外力作用下所產生之大變位分析。一般圓柱薄殼分析大都根據Love 古典板殼理論,只能適用於微小變位,當板殼產生大的位移或旋轉時即無法適用。本文由變形前後薄殼之幾何形狀變化,推導其在大變形下之微分方程式來建立一套分析理論,由中平面變形後位置與橫向剪應變五個變數組成非線性常微分方程組,再引入Newton-Raphson Method 使控制方程式及邊界條件方程式加以線性化,數值方法部份則利用微分再生核近似法進行聯立方程組求解,並利用無元素法(DRKM)來解析圓柱淺殼變形分析等問題。利用本文所建立方法不但可分析圓柱殼之大變形行為,也可用來探討圓柱淺殼之平跳(snap through)現象等。

    In the paper, form the configurations of the cylindrical shell before and after deformation, we derive its strains and equilibrium equations under large diaplacement. Using the coordinate of the middle surface of the shell and its transverse shear strains as the field functions, five nonlinear partial differential equations are established for the system. To solve those nonlinear equations, we adopt the Newton-Raphson method to linearlize the differential equations and using the differential reproducing kernel method to solve the linearlized differential equations. An analytic solution for cylindrical shell under pure bending and some numerical solution for the snap through of shallow shell are examined. The present theory is useful in analysis the behavior of the cylindrical shell under large displacement.

    表目錄 Ⅵ 圖目錄 VII 第一章 緒論 1 1. 1 研究動機 1 1. 2 文獻回顧與無元素法的發展 3 1. 3 本文架構 5 第二章圓柱薄殼大變形理論推導 7 2. 1 圓柱薄殼變形前中曲面特性的描述 7 2. 2 圓柱薄殼變形後中曲面特性的描述 10 2. 3 薄殼應變 13 2. 3. 1 變形前構形 14 2. 3. 2 變形後構形 14 2. 4 圓柱薄殼之大變形平衡方程式 19 2. 5 本構關係 24 2. 6 圓柱薄殼大變形後之平衡方程式 25 第三章 微分再生核近似理論 27 3. 1 離散的再生核近似 27 3. 2 再生核形狀函數的微分 29 3. 3 加權函數與鄰近點的選取 33 第四章數值解法 35 4. 1 Newton-Raphson method 35 4. 1. 1圓柱殼控制方程式 36 4. 1. 2邊界條件方程式 41 4. 2 微分再生核解法分析 44 第五章 數值模擬結果 46 5. 1懸臂圓柱淺殼 46 5. 2圓柱淺殼snap-through 48 5. 2. 1 實例一.圓柱淺殼隨不同半徑變化 49 5. 2. 2 實例二.圓柱淺殼隨不同寬厚比變化 49 5. 2. 3 實例三.圓柱淺殼隨不同長度及半徑變化 50 5. 2. 4 實例四.圓柱淺殼隨不同Poisson's ratio變化 50 第六章 結論 52 參考文獻 70

    Akkas N., Toroslu R.,“Snap-through buckling analyses of composite
    shallow spherical shells” , Mechanics of Composite Materials and Structures,
    v 6, pp. 319-330, 1999.

    Akkas N., Odeh G.,“ A novel snap-through buckling behaviour of
    axisymmetric shallow shells with possible application in transducer design”,
    Computers and Structures, v79, pp. 2579-2585, 2001.

    Brush D.O., Almroth B.O., “Buckling of bars, plates, and shells”,
    Structural analysis, Buckling, McGraw-Hill, New York, 1975.

    Crisfield M.A.,“A fast incremental/iterative solution procedure that handles
    snap-through”, Comput. Struct. 13, pp. 55-62, 1981.

    Donnell, Lloyd H.,“Thick general shells under general loading”, Journal of
    Applied Mechanics, Transactions ASME, v 56, n 2, Jun, 1989, pp. 391-394.

    Gibson J. E.,“The design of shell roofs”, Roofs, Shell, London Spon, 1968.

    Green A. E., Adkins J. E.,“Large elastic deformations”, Deformations,
    Elasticity, Oxford :Clarendon Press, 1970.

    Libai A., Simmonds J.G.,“The nonlinear theory of elastic shells :one spatial
    dimension”, Elasticity, Nonlinear theories, Shells, Boston, Academic
    Press,c1988.

    Liu W.K., Belytschko T., Moran B., “Nonlinear Finite Elements for Continua and Structure ”, Finite element method, Chichester, John Wiley, New York, 2000.

    Marshall W.T., Gibson J. E., “The design of cylindrical shell roofs”,
    Roofs, Shell, London :Spon, 1961.

    Mirfakhraei P., Redekop D.,“Buckling of circular cylindrical shells by the
    Differential Quadrature Method”, International Journal of Pressure Vessels
    and Piping 75, pp347-353, 1998.

    Naomis S., Lau P.C.M., “Computational tensor analysis of shell
    structures”, Shells, Calculus of tensors, Berlin, Springer-Verlag, New York
    c1990.

    Nie G.H.,“Asymptotic buckling analysis of imperfect shallow”,
    International Journal of Mechanical Sciences, v 43, n 2, Feb, pp. 543-555,
    2001.

    Pamplona D.C., Gonalves P.B., Lopes S.R.X.,“Finite deformations of
    cylindrical membrane under internal pressure”, International Journal of
    Mechanical Sciences, v 48, n 6, June, p 683-696, 2006.

    Rammerstorfer F.G.,“Nonlinear analysis of shells by finite elements”,
    Shells, Finite element method, Wien, Springer-Verlag, New York, c1992.

    Tsai C.T., Palazotto A.N., Dennis S.T., “Large-rotation snap-through
    buckling in laminated cylindrical panels”, Finite Elements in Analysis and
    Design. 9, pp. 65-75, 1991.

    Vodenitcharova T., Ansourian P.,“Buckling of circular cylindrical shells
    subject to uniform lateral pressure”, Eng. Struct. 18, pp604-614, 1996.

    Wilhelm, , “Stresses in Shells”, Shells, N.Y. , Berlin 1960.

    Yamaki N.,“Elastic stability of circular cylindrical shells”, Cylinders,
    Shells, Buckling, Amsterdam, North-Holland, New York, 1984.

    Yuan F. G., Yang W., Kim H.,“Analysis of axisymmetrically-loaded
    filament wound composite cylindrical shells”, Composite Structures,
    Vol.50, pp. 115-130, 2000.

    下載圖示 校內:2007-07-28公開
    校外:2007-07-28公開
    QR CODE