Dissertation > Excellent graduate degree dissertation topics show

Estimated error of the second-order boundary value problems

Author: SunJie
Tutor: ChengXiaoLiang
School: Zhejiang University
Course: Computational Mathematics
Keywords: Error estimates Boundary value problem Nonlinear Second Order Timoshenko Singular Point Boundary Value Problems Order of error Parameter ε Shooting method Linear and nonlinear Finite difference method
CLC: O175.8
Type: Master's thesis
Year: 2002
Downloads: 52
Quote: 0
Read: Download Dissertation

Abstract


We discuss the numerical methods and their error estimates of the linear and non-linear differential equations, the singular non-linear differential equation and the Timoshenko beam and the circular arch problems in chapter two, chapter three and chapter four, respectively, then we get the following conclusions:Theorem 2.1 For the problemwhere the error bound of the finite difference method is o(h), and if [1], the error bound is O(h2), where h = maxkhk-->0Theorem 2.2 For the second order non-linear differential equation with smooth coefficientthe error bound of the three-point difference scheme is O(h4) Theorem 3.1 Assume f(x) = f(x.y(x)) C2[0,l], exists and is continuous and . For the singular two-point boundary value problemwhere A is a real constant, w(x),p(x), f(x) = f(x,y(x)) : I = (0, 1) --> R is L integrabel, our new spline method provides uniformly convergent approximations s(x) over [0, 1] for the solution y(x) of the singular two-point value problem, that is. for sufficiently small h,where C = 4h2 + c(2 + 6uμ(π)).Theorem 4.1 For the Timoshenko beam problem, the solution of shooting method is stable for the parameter ε.Theorem 4.2 For the circular arch problem, the solution of shooting method is stable for the parameter ε

Related Dissertations

  1. The Hole Repairing in Surface Based on Partial Differential Equations,O186.11
  2. Study on Stability and Deformation Characteristics of Railway Embankment Loess Slopes Reinforced with Geogrids,U213.13
  3. Thermal Analysis of Insulation of Metallic Thermal Protection System,V445
  4. Great depth three-dimensional high- density resistivity method partial derivative Jacobian matrix calculation and drawing process,P631.322
  5. Research on Water Pressure Distribution Law Behind the Drainaged Segment Lining in High Water Pressure Railway Tunnel,U451.4
  6. Study on the Application of Overall Cast-in-situ Prestressed Anchorge Sheet Pile Retaining Wall,U417.1
  7. Study the Subsection Excavation Character of the Underground Caverns in GUAN-DI Hydropower Station,TV554
  8. Empirical Research on Pricing of Convertible Bonds in China Based on LYON Model,F832.51
  9. Multigrid Methods for Elliptic Partial Differential Equations with Discontinuous Coefficients,O241.82
  10. Theoretical Studies on the Electronic Properties in Semiconductor Quantum Dots,O471.1
  11. Numerical Identifications of Parameters in Heat Conduction Inverse Problem,O551.3
  12. Dewatering impact study on the structure of the existing station,U231.3
  13. Multigrid method in the wind turbine Numerical Simulation and Research,O241.82
  14. Research on the Calculation Method for Elastic Long Pile under Horizontal Load,TU473.11
  15. Numerical Simulation on the Deformation Caused by Deep Foundation Excavation,TU753
  16. Chemical non-equilibrium flow calculation method and its application in shock induced combustion phenomena Simulation,O351.2
  17. Two -phase multi-component driven and application of numerical simulation of the problem,O241.82
  18. Numerical Analysis of the Properties of Pile-Net Composite Foundation on Wide Deep Soft Soil in Chaoshan Station,U213.1
  19. Physical Models and Simulation of Smoke,TP391.41
  20. A Flux Recovery Method Taking Integral Form for Evolution Reaction Diffusion Equations,O241.82
  21. Visualized Software Development on Slope Stability Analysis and Anti-slide Pile Design,TU476

CLC: > Mathematical sciences and chemical > Mathematics > Mathematical Analysis > Differential equations, integral equations > Boundary Value Problems
© 2012 www.DissertationTopic.Net  Mobile