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The Differential Transform Method for n 1 dimensional Equal Width Wave equation with damping term

We have employed the differential transform method to solve the n 1 dimensional Equal Width wave equations with damping term as. T. Siva Subramania Raja | K. Sathya | R. Asokan | M. Janani "The Differential Transform Method for (n 1) - dimensional Equal Width Wave equation with damping term" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-4 , June 2018, URL: https://www.ijtsrd.com/papers/ijtsrd14447.pdf Paper URL: http://www.ijtsrd.com/mathemetics/other/14447/the-differential-transform-method-for-n1---dimensional-equal-width-wave-equation-with-damping-term/t-siva-subramania-raja<br>

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The Differential Transform Method for n 1 dimensional Equal Width Wave equation with damping term

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  1. International Research Research and Development (IJTSRD) International Open Access Journal International Open Access Journal International Journal of Trend in Scientific Scientific (IJTSRD) ISSN No: 2456 ISSN No: 2456 - 6470 | www.ijtsrd.com | Volume erential Transform Method for (n+1) erential Transform Method for (n+1) - 6470 | www.ijtsrd.com | Volume - 2 | Issue – 4 The Differential Transform Method for (n+1) dimensional Equal Width Wave equation dimensional Equal Width Wave equation with damping term with damping term T. Siva Subramania Raja T. Siva Subramania Raja1, K. Sathya2, R. Asokan3, M. Janani M. Janani4 1PG & Research Department of Mathematics, National College, Trichirapalli, Tamil Nadu, India 2Department of Mathematics, Amman College of Arts and Science, Dindigul 3School of Mathematics, Madurai Kamaraj University, Madurai, Tamil Nadu, 4Department of Mathematics, Mary Matha Arts and Science College, Periyakulam, Tamil Nadu, India Department of Mathematics, Mary Matha Arts and Science College, Periyakulam, Tamil Nadu, India Department of Mathematics, Mary Matha Arts and Science College, Periyakulam, Tamil Nadu, India Research Department of Mathematics, National College, Trichirapalli, Tamil Nadu, India Department of Mathematics, Amman College of Arts and Science, Dindigul, Tamil Nadu, India School of Mathematics, Madurai Kamaraj University, Madurai, Tamil Nadu, School of Mathematics, Madurai Kamaraj University, Madurai, Tamil Nadu, India Research Department of Mathematics, National College, Trichirapalli, Tamil Nadu, India , Tamil Nadu, India lately applied DTM for analysis of uniform and non uniform beams [6-10].In the few decades, traditional integral transform methods such as Fourier and Laplace has equations into the algebraic equations which are easier to deal with The well known Korteweg and de Vries (KdV) equation ut +uux +uxxx = 0 dimension. Morrison proposed the one dimensional PDE an equally valid and accurate wave phenomena simulated by the KdV equation. This PDE is called the equal because the solutions for the solitary waves with a permanent form and speed, f parameter, are waves with an equal width or wavelength for all wave amplitudes. In this chapter, we have employed the differential transform method to solve the (n+1)- dimensional Equal Width wave equation with damping term as, equation with damping term as, ABSTRACT We have employed the differential transform method to solve the (n + 1)-dimensional Equal equations with damping term as. Keywords: Differential Equation Method (DTM), DTM for Equal Width wave equations with term 1. INTRODUCTION erential transform method Equal Width wave analysis of uniform and non- 10].In the few decades, the form methods such as Fourier and Laplace has equations into the algebraic equations erential Equation Method (DTM), DTM for Equal Width wave equations with damping The well known Korteweg and de Vries (KdV) dimension. Morrison et al.[1] proposed the one dimensional PDE ut + uux uxxx = 0, as an equally valid and accurate method for the same wave phenomena simulated by the KdV equation. This PDE is called the equal width wave equation because the solutions for the solitary waves with a permanent form and speed, for given value of the , are waves with an equal width or amplitudes. In this chapter, Zhou[2] was the first one to use the diff transform method (DTM) in engineering ap He employed DTM in solution of the initial boundary value problems in electric circuit analysis. years concept of DTM has broad end to problems involving partial differential equations and systems of differential equations[3-5].Some researchers have Zhou[2] was the first one to use the differential in engineering applications. He employed DTM in solution of the initial boundary analysis. In recent years concept of DTM has broad end to problems equations and systems of esearchers have erential transform method dimensional Equal Width wave @ IJTSRD | Available Online @ www.ijtsrd.com @ IJTSRD | Available Online @ www.ijtsrd.com | Volume – 2 | Issue – 4 | May-Jun 2018 Jun 2018 Page: 1586

  2. International Journal of Trend in Scientific Research and Development (IJTSRD) ISSN: 2456 Scientific Research and Development (IJTSRD) ISSN: 2456 Scientific Research and Development (IJTSRD) ISSN: 2456-6470 2. Differential Transform method (DTM) 2. Differential Transform method (DTM) In this section, we give some basic definitions of the diff transform operator and D 1 the inverse diff the inverse differential transform operator. section, we give some basic definitions of the differential transformation. Let D denotes the di erential erential transformation. Let D denotes the di erential 2.1 Basic Definition of DTM Definition: 1 If u (x1; x2; :::; xn; t) is analytic in the domain ic in the domain then its (n+1)- dimensional differential transform is given by erential transform is given by @ IJTSRD | Available Online @ www.ijtsrd.com @ IJTSRD | Available Online @ www.ijtsrd.com | Volume – 2 | Issue – 4 | May-Jun 2018 Jun 2018 Page: 1587

  3. International Journal of Trend in Scientific Research and Development (IJTSRD) ISSN: 2456-6470 3. Computational illustrations of (n+1)-dimensional Equal width wave equation with damping term Here we describe the method explained in the previous section, by the following examples to validate the efficiency of the DTM. Example:1 Consider the (n+1)-dimensional equal width wave equation with damping by assuming vi's and = = 1 as, 3.1. DTM for equal wave equation with damping term Taking the differential transform of eq.(8)., we have @ IJTSRD | Available Online @ www.ijtsrd.com | Volume – 2 | Issue – 4 | May-Jun 2018 Page: 1588

  4. International Journal of Trend in Scientific Research and Development (IJTSRD) ISSN: 2456-6470 @ IJTSRD | Available Online @ www.ijtsrd.com | Volume – 2 | Issue – 4 | May-Jun 2018 Page: 1589

  5. International Journal of Trend in Scientific Research and Development (IJTSRD) ISSN: 2456-6470 @ IJTSRD | Available Online @ www.ijtsrd.com | Volume – 2 | Issue – 4 | May-Jun 2018 Page: 1590

  6. International Journal of Trend in Scientific Research and Development (IJTSRD) ISSN: 2456-6470 @ IJTSRD | Available Online @ www.ijtsrd.com | Volume – 2 | Issue – 4 | May-Jun 2018 Page: 1591

  7. International Journal of Trend in Scientific Research and Development (IJTSRD) ISSN: 2456-6470 4. CONCLUSION 1. The differential transform method have been successfully applied for dimensional equal width wave equation with damping term. are also promising technique for solving the other nonlinear problems. solving the (n+1)- REFERENCES 1. of RLW Solitary waves, Physica D 11. Morrison.P.J., Meiss.J.D.,Carey.J.R.: cattering 2. The solutions obtained by this method is an in nite power series for the appropriate initial condition, which can, in turn be expressed in a closed form, the exact solution. 2. application University press, china. Zhou.J.K.,1986, Differential transform and its for electrical circuits. Huazhong 3. The results reveal that this method is very effective, convenient and quite accurate mathematical tools for solving the (n+1)-dimensional equal width wave equation with damping term. 3.Jang.M.J., c.L.Chen and Y.C.Lic, 2001, Two dimensional Differential transform for partial differential equations. Applied Mathematics and computation, 121: 261-270 4. This method can be used without any need to complex computations except the simple and elementary operations @ IJTSRD | Available Online @ www.ijtsrd.com | Volume – 2 | Issue – 4 | May-Jun 2018 Page: 1592

  8. International Journal of Trend in Scientific Research and Development (IJTSRD) ISSN: 2456-6470 4. differential transform method. Applied Mathematics and Computation,143:361-374 Ayaz,Fatma,2003,on the-dimensional 5. the differential equations using the differential trans- form method. Applied Mathematics and Computation, 147: 547-567 Ayaz,Fatma,2004,solutions of the system of 6. general elastically and restrained non-uniform beams using the differential Mathematical, Modelling, 22: 219-234. H.O.,S.H. and C.K.Chen,1998,Analysis of transform ,Applied 7. M.O.Kaya,kaya,2006,Flapwise analysis of a rotating tapered contilever Bernoulli- Euler beam by differential transform method. Journal of sound and vibration, 289: 413-420. Ozdemir .O., and bending vibration 8. bending vibration analysis of double tapered rotating Euler-Bernoulli beam by using the differential transform method. Meccanica, 41: 661-670. Ozgumus.O. and M.O.Kaya, 2006, Flapwise 9.Seval, Catal, 2008. Solution of free vibration equations of beam on elastic soil by using the differential transform Mathematical modelling, 32: 1744-1757 method. Applied 10. transformation technique to free vibration analysis of a centrifugally stiffened beam. Computers and structures, 86: 1280-1284 Mei.C,2008. Application of differential @ IJTSRD | Available Online @ www.ijtsrd.com | Volume – 2 | Issue – 4 | May-Jun 2018 Page: 1593

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