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1、The equations governing the engineering and applied sciences problems lead to the formation ofordinary, partial or fractional differential equations and different types of linear and nonlinearequations in general.In addi
2、tion, the differential equations play an important role in modelingcomplicated physical, chemical and biological phenomenon such as vibrations, reaction process,ecological systems etc.The concept of differential equation
3、s has motivated a huge size of researchwork in the last several centuries.Moreover, it is worth mentioning that the backlog of differentialequations is arising in applications of applied science and engineering, are of e
4、ither first or secondorder, e.g homogeneous or non-homogeneous advection problem, foam drainage equation, rigid rod ona circular surface, duffing oscillator and Van der Pol's oscillator problems.Third order equations occ
5、urin fluid mechanics problems, e.g., boundary layer Blasius and Falkner-Skan equations.Fourth orderequations explain the rectangular plate and clamped beam problems.Equations of order 5 and > 5 arenot very common.Hence,
6、there is growing need to find the solution of these differential equations.However, from the last two decades with the swift improvement of nonlinear science and engineeringphenomena, several computational, analytical an
7、d numerical solution techniques are developed andimplemented by various scientists and engineers to tackle with ordinary, partial or fractionaldifferential equations.These engineering and applied sciences model problems
8、are highly nonlinearand nonlinear problems are non-integrable and not solvable in general, apart from a few exceptions,can not be solved analytically by using traditional methods.Unfortunately, due to the inborndifficult
9、ies of the nonlinear problems, most method of solution applies only in exceptional situation.Some of these highly nonlinear problems are solved numerically by using finite element, finitedifference, polynomial and non po
10、lynomial spline, Sink Galerkin, collocation, inverse scatteringmethods, successive approximations and Taylor collocation.But most of these numerical techniqueshave their restrictions coupled with some inbuilt insufficien
11、cies like linearization, discretization,impractical assumptions, huge computational work and non-compatibility with the flexibility ofphysical problems.As a consequence, some more computational homotopy, variational and
12、iterativemethods are introduced for solving the highly nonlinear ordinary, partial or fractional differential andnonlinear equations.These numerical methods divided into two main parts one is analytic-numeric (orseries m
13、ethods) and second is purely numerical methods.
The plan of this thesis is to develop and implement the computational homotopy, variational anditerative methods-to obtain the exact, approximate and numerical solutio
14、ns of nonlinear ordinary,partial and fractional differential and nonlinear equations arising in several areas of sciences andengineering.Motivated from the above applications, we split our dissertation in four parts, in
15、first partwe propose and employ the homotopy methods to solve the nonlinear ordinary and partial differentialequation.Some of problems arise in physics, biology and fluid mechanics, in second part we introducevariational
16、 approaches to deal with nonlinear problems, third section is devoted to the study of iterativemethods.In the last part of the present study is the extension of applications of novel analytic-numericmethods for fractiona
17、l differential equations related to physics, applied and engineering sciences.Particular attention is therefore focused on the numerical solution of these methods instead of thetheoretical aspects.
First part of our
18、 dissertation is based on three chapters, in chapter one, we give concisebackground of homotopy methods.In the section 1.2 of this chapter, we propose a new homotopyapproach coupled with the Laplace transformation for so
19、lving the nonlinear ordinary or partialdifferential equations, namely homotopy perturbation transform method (HPTM).The equations areLaplace transformed and the nonlinear terms are represented by He's polynomials.The sol
20、utions areobtained in the form of fast convergent series with elegantly assessable terms.This method, incompare to standard perturbation techniques, is appropriate even for systems without any small/largeparameters and t
21、herefore it can be applied more extensively than traditional perturbation techniques.Agood agreement of the novel method solution with the existing solutions is presented graphically andin tabulated forms to study the ef
22、ficiency and accuracy of HPTM.Chapter two extend the applicationof HPTM, existing homotopy perturbation method (HPM) and finite difference technique for novelmathematical modeling of laminar, steady, incompressible bound
23、ary layer flow problems.Theselective transformation reduces the boundary layer partial differential equations into ordinarydifferential equations.The resulting nonlinear differential equations are solved for velocity and
24、temperautre profiles using the HPTM-Pade', homotopy perturbation and the finite difference methods.Graphs are portrayed for the effects of some values of parameters.Moreover, comparison of thepresent solution is made wit
25、h the existing solution and excellent agreement is noted.In third chapter,we propose another novel homotopy approach using auxiliary parameter, Adomian polynomials andLaplace transformation for nonlinear differential equ
26、ations.This method is called the AuxiliaryLaplace Parameter Method (ALPM).The nonlinear terms can be easily handled by the use ofAdomian polynomials.Comparison of the present solution is made with the existing solutions
27、andexcellent agreement is achieved.The beauty of this proposed method is its capability of combining twopowerful methods via auxiliary parameter for obtaining fast convergence for any kind of ordinary orpartial different
28、ial equation.The fact that the proposed technique solves nonlinear problems withoutany discretization or restrictive assumptions can be considered as a clear advantage of this algorithmover the other numerical methods.
29、r> Second part of our study is based on Chapter four.The purpose of Chapter 4 applies thevariational approaches to solid mechanics, geophysical, physics and micro-electromechanical systemsproblems.The first contribution
30、 of this chapter is to find the maximum deflection of a rectangularclamped plate using Ritz, Galerkin and Kantorovich methods.Stresses are found out and numericalresults are plotted for a square plate in the form of curv
31、es for different Poisson's ratio.The results ofthe present problem are in good agreement with those reported earlier but, with a simple and practicalapproach.That is why this work is good as compared to other results in
32、previous literature.In thesecond contribution of chapter 4, variational approaches to new soliton solutions and in third andfourth problems, natural frequency, angular frequency and the initial amplitude of nonlinear osc
33、illatorequations are illustrated including the Ritz method, Hamiltonian approach and amplitude-frequencyformulation.Numerical results for various instances are presented and compared with those obtainedby variational met
34、hods, exact and existing literature.The comparisons show effectiveness, efficiencyand robustness of these methods.
The objective of third part of our thesis is to propose the iterative methods for nonlinearequations
35、 and nonlinear differential equations.This part is structured into three chapters.Followingthis chapter, in Chapter 5, we present a family of iterative methods for solving nonlinear equations.It is proved that these meth
36、ods have the convergence order of eight.These methods require three evaluations of the function, and only use one evaluation of first derivative per iteration.The efficiencyof the method is tested on a number of numerica
37、l examples.On comparison with the eighth ordermethods, the new family of iterative methods behaves either similarly or better for the test examples.The motivation of Chapter 6 is to propose a new method, namely differenc
38、e kernel iterative method tosolve the ordinary and partial differential equations.In this method, we have reduced the multipleintegrals into a single integral and expressed it in terms of difference kernel.To make the ca
39、lculationeasy and convenient we have used Laplace transform to solve the difference kernel.The objective of Chapter 7 is three fold: first, to formulate the MHD flow over a nonlinear stretching sheet with slipcondition;
40、second, to suggest a novel modified Laplace iterative method (MLIM) for governing flowproblem by suitable choice of an initial solution and third, the convergence of the obtained seriessolution is properly checked by usi
41、ng the ratio test.The method is based on the application of Laplacetransform to boundary layers in fluid mechanics.The obtained series solution is combined with thediagonal Pade' approximants to handle the boundary condi
42、tion at infinity.The convergence analysiselucidates that the modified Laplace iterative method (MLIM) gives accurate results.An excellentagreement between the MLIM and existing literature is achieved.
The last part
43、is consisting on chapter 8.In this chapter, we have solved some fractionalmathematical models appears in applied sciences by means of newly developed analytic-numercmethods via a modified Riemann-Liouville derivative.We
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