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論文名稱 Title |
非線性橫樑之數值計算 Numerical Computation for Nonlinear Beam Problems |
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系所名稱 Department |
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畢業學年期 Year, semester |
語文別 Language |
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學位類別 Degree |
頁數 Number of pages |
70 |
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研究生 Author |
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指導教授 Advisor |
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召集委員 Convenor |
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口試委員 Advisory Committee |
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口試日期 Date of Exam |
2005-05-26 |
繳交日期 Date of Submission |
2005-07-04 |
關鍵字 Keywords |
非線性、樑柱、數值解、四階常微分方程、存在唯一性 fourth order ordinary differential equation, well-poseness, beam, nonlinearity, numerical solution |
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統計 Statistics |
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中文摘要 |
樑柱的問題對工程實用上或理論上都是非常重要的課題,本論文研究此類的非線性四階常微分方程,搭配非線性的邊界條件下,其解的存在唯一性。我們並將設計不同的算法,透過微分方程、積分方程或優化,來計算其數值解,而每一類方法還可再細分成差分、譜方法等。最後將比較各種算法得知其優劣。 |
Abstract |
Beam problem is very important for engineering theoretically and practically. In this thesis we study such kind of nonlinear 4-th order ordiniary differential equations with nonlinear boundary conditions. The well-posedness of these boundary value problems will be discussed. Moreover, we will design different schemes to solve them, through differential equation, integral equation or minimization. Each type can further be discretized by finite difference, finite element or spectral method, etc. In the end we will compare all methods and find the best one. |
目次 Table of Contents |
1. Methods for Differential Equation..........2 1.1 Introduction............................2 1.2 Finite Difference Method................4 1.2.1 Mathematica Solver................7 1.2.2 Fixed Point Method................9 1.2.3 JOR and SOR Methods...............11 1.2.4 Newton's Method...................15 1.3 Weighted Residual Method................21 2. Minimization Method........................25 2.1 Introduction............................25 2.2 Finite Difference Method................27 2.2.1 Mathematica Solver................29 2.2.2 Newton's Method...................30 2.3 Weighted Residual Method................32 3. Methods for Differential Equation..........35 3.1 Introduction............................35 3.2 Existence and Uniqueness................37 3.3 Picard's Iteration......................48 3.4 Finite Difference Method................58 3.5 Collocation Method......................63 3.6 Weighted Residual Method................65 3.7 Conclusion..............................67 |
參考文獻 References |
1. S.Woinowsky-Frieger,The effect of an excial force on the vibration of higed bear,J. Appl. Mech. 17(1950):35-36. 2. A.Arosio,A geomebical nonlinear coection to the Timoshenko beam equation,Nonlinear Anal,47 (2001):729-740 3. M. R Grossinho and St. A. Tersian,The dual variational principle and equi for a beam seating on a discontinuous nonlinear elastic foundation,Nonlinear Anal.41(2000):417-431. 4. T. F. Ma,Existence results for a model of nonlinear beam on elasric beamings,Appl. Math. Letters 13(2000):11-15. 5. M. R. Grossinho and T.F.Ma,Symmetric equilbria for a beam with a nonlinear elastic foundation,Portugaliae Math.51(1994):357-393 6. G. Papakaliatakis and T. E. Simos,a new method for the numberical solution offourth-order BVP's with Oscillating solution,Comp. Math. Applic. Vol.32,No.10,PP.1-6,1996. 7. R.K.Mohanty,A fourth-order finite difference method for the general one-dimensional nonlinear biharmonic problems of kind,J. Comp. Appl. Math. 114(2000):275-290. 8. F.B.Hildebrand,Methods of Applied Mathematics,Prentic-Hall,Englewood Cliffs,N.J.,1972 9. S.M.Choo and S.K.Chung,Finite difference approximate solutions for the strongly damped extensible beam equations,Appl.math.Conp.112(2000):11-32. 10. T. F. Ma, A fourth order ODE with nonlinear boundary conditions, preprint. |
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