International Journal of Analysis and Applications Volume 18, Number 1 (2020), 85-98 URL: https://doi.org/10.28924/2291-8639 DOI: 10.28924/2291-8639-18-2020-85 THE OPTIMAL HOMOTOPY ASYMPTOTIC METHOD WITH APPLICATION TO SECOND KIND OF NONLINEAR VOLTERRA INTEGRAL EQUATIONS H. ULLAH1,∗, S. MUKHTAR2, M. NAWAZ1, M. ADNAN3 1Department of Mathematics, Abdul Wali Khan University Mardan Kpk, Pakistan 2 Department of Basic Sciences, Deanship of Preparatory Year, King Faisal University, Hofuf 31982, Al Ahsa, Saudi Arabia 3 Department of Mathematics, Islamia College (Chartered University) Peshawar Kpk, Pakistan ∗Corresponding author: hakeemullah1@gmail.com Abstract. In this paper, we solved some problems of nonlinear second kind of Volterra integral equations by Optimal Homotopy Asymptotic Method(OHAM). We compared the results obtained by OHAM with the exact solutions of the problems. We find that the results obtained by OHAM are effective, simple and explicit from others analytical methods. We also showed the fast convergence of OHAM and list some examples to show the effectiveness of this method. In graphical analysis, we can see the exactness, accuracy and convergence of the method.The OHAM has mechanized steps that can be easily achieved with the help of Mathematica. All computational work and graphs are obtained by Mathematica 9. 1. Introduction Most of the problems are nonlinear in nature, especially in engineering and applied sciences. There are many applications of Volterra integral equations (VIE‘s) in applied field including bio-mechanics, fluid mechanics, demography and the study of viscoelastic materials. An Italian mathematician and physicist Vito Volterra invented these equations in his mathematical physics research in 1908 [1]. There are several analytical and numerical methods, such as finite difference method, finite element method, perturbation Received 2019-06-17; accepted 2019-07-22; published 2020-01-02. 2010 Mathematics Subject Classification. 45D05. Key words and phrases. nonlinear; Volterra integral equation; OHAM; explicit; convergence; mathematica. c©2020 Authors retain the copyrights of their papers, and all open access articles are distributed under the terms of the Creative Commons Attribution License. 85 https://doi.org/10.28924/2291-8639 https://doi.org/10.28924/2291-8639-18-2020-85 Int. J. Anal. Appl. 18 (1) (2020) 86 method, etc which can be used to obtain an approximate solutions of the nonlinear problems. However, there are several complications such as in grid modification, selection of stability conditions and selection of small and large parameters etc. In order to avoid these complications, decomposition method [2] was introduced, which is an exceptionally effective and powerful method for solving linear and nonlinear problems in various fields. The researchers introduced some others methods to deals such type of problems with easy way and less efforts. There are some analytical methods for solving such type of problems as we have; Homotopy Perturbation Method (HPM) [3], Group Analysis Method (GAM) [4], Differential Transform Method (DTM) [5], Variational Iterative Method (VIM) [6] and Adomian Decomposition Method (ADM) [7]. Here we discussed some nonlinear Volterra Integral Equations of the second kind. The general form of the nonlinear Volterra integral equation is; ψ(x) = f(x) + λ ∫ x 0 K(x,t)G(ψ(t))dt (1.1) The function G(ψ(x)) is nonlinear in ψ(x) such as ψ2(x), ψ3(x), eψ(x), sinψ(x) and many others. In eq. (1.1), λ is a parameter and K(x,t) is the kernel of integral equation [8].The integration limit for volterra integral equations are function of ‘x‘ and not a constant value like in Fredholm integral equations.The kernel K(x,t) in eq.(1.1) will be assuming a separable kernel. 2. Optimal Homotopy Asymptotic Method Recently, engineers and scientists known the applications of OHAM in linear and nonlinear problems [9] and [10], because this method continuously deforms complex problems into simple problems which can be solved very easily. This method gives a quick way to the convergence of approximate series and keep more proficiency and high potentiality in science and engineering for solving nonlinear problems. Several researchers have broadly studied different mathematical methods for integral equations such as [12] and [13]. Here, we discuss OHAM which is proposed by Marinca and Herianu [11]. Consider a general nonlinear problem [14]. τ{α(x)} + f(x) + ℵ{a(x)} = 0 (2.1) where τ is known as function which is called linear operator, f(x) is a given function, ℵ is a nonlinear operator and α(x) is unknown function. According to OHAM [12], we construct a Homotopy: Ω × [0, 1] −→ < for (2.1) which satisfy (1 −ρ)[τ{α(x,ρ)} + f(x)] = H(ρ)[τ{α(x,ρ)} + f(x) + ℵ{α(x,ρ)}] (2.2) where H(ρ) represents a nonzero auxiliary function for ρ 6= 0 and H(0) = 0. Obviously, when, ρ = 0 then it holds that α(x, 0) = α0(x) (2.3) Int. J. Anal. Appl. 18 (1) (2020) 87 and when, ρ = 1 then it holds that α(x, 1) = α1(x) (2.4) Suppose that the auxiliary function H(ρ) can be expressed as; H(ρ) = Σmj=1cjρ j (2.5) where cj, j = 1, 2, 3, ... are constant. Putting ρ = 0 in eq.(2.2), it holds that τ{α0(x)} + f(x) = 0 (2.6) By Taylor‘s series, the OHAM solution can be calculated as; α(x,ρ,cj) = α0(x) + Σ m k=1αk(x,cj)ρ m (2.7) where j = 1, 2, 3, ... When ρ = 1 , then eq. (2.7) becomes α(x,ρ,cj) = α0(x) + Σ m k=1αk(x,cj) (2.8) Substituting eq. (2.8) into eq. (2.2) and equating the coefficient of the same power of ρ, we get; τ{α1(x)} = c1ℵ{α0(x)} (2.9) τ{αm(x)−αm−1(x)} = cmℵ{α0(x)}+ Σ m−1 j=1 cj[τ{αm−j(x)}+ℵm−j{α0(x) + α1(x) + ... + αm−1(x)}] (2.10) where m = 2, 3, ... and ℵm{α0(x) + α1(x) + ... + αm−1(x)} are the coefficient of ρm in the expansion of N{a(x,ρ)} about ρ. ℵ{α(x,ρ,cj)} = ℵ0{α0(x)} + Σ∞m=1ℵm{α0(x),α1(x), ... + αm(x)}ρ m (2.11) The result of mth order approximation are follow; αm(x,ci,j) = α0(x) + Σ m k=1αk(x,cj),j = 1, 2, ...,m (2.12) Substituting eq. (2.12) into (2.1), we get residual equation. <(x,cj) = τ{αm(x,cj)} + f(x) + ℵ{αm(x,cj)} (2.13) Int. J. Anal. Appl. 18 (1) (2020) 88 If <(x,cj) = 0 then αm(x,cj) will be the exact solution. For finding the constants cj ,j = 1, 2, 3, ... Using Least Square Method, at first consider. =(cj) = ∫ b a <2(X,cj)dx (2.14) then the constants cj ,j = 1, 2, 3, ... can be identified as follow. ∂= ∂c1 = ∂= ∂c2 = ∂= ∂c3 (2.15) Replacing the values of cj,j = 1, 2, 3, ... in eq. (2.13), we get the approximate solution. 3. some numerical examples of nonlinear volterra integral equations. In this section we used OHAM to solve some nonlinear Volterra integral equations while the exact solution is also given. Example 1. Consider a nonlinear second kind of Volterra integral equation with the exact solution ψ(x) = x2 [15] ψ(x) = x2 + x5 10 − 1 2 ∫ x 0 ψ2(t)dt. (3.1) we start from zero order solution and proceed similarly step by step. ψ0(x) = x 2 + x5 10 (3.2) which is the solution. ψ0(x) = 1 10 (10x2 + x5) (3.3) ψ1(x) = −x2 − x5 10 −x2c1 − x5c1 10 + ψ0 + c1ψ0 + 1 2 xc1ψ 2 0 (3.4) ψ1(x) = 1 200 x5(10 + x3)2c1 (3.5) ψ2(x) = −x2c2 − x5c2 10 + c2ψ0 + 1 2 xc2ψ 2 0 + ψ1 + c1ψ1 + xc1ψ0ψ1 (3.6) ψ2(x) = x5(10 + x3)2(10c1 + (10 + 10x 3 + x6)c21 + 10c2) 2000 (3.7) ψ3(x) = −x2c3 − x5c3 10 + c3ψ0 + 1 2 xc3ψ 2 0 + c2ψ1 + xc2ψ0ψ1 + 1 2 xc1ψ 2 1 + ψ2 + c1ψ2 + xc1ψ0ψ1 (3.8) Int. J. Anal. Appl. 18 (1) (2020) 89 ψ3(x) = 1 16000 x5(10 + x3)2(16(10 + 10x3 + x6)c21 +(80 + 160x3 + 116x6 + 20x9 + x12)c31+ 16c1(5 + (10 + 10x 3 + x6)c2) + 80(c2 + c3) (3.9) The series solution is given as; ψ(x) = ψ0(x) + ψ1(x) + ψ2(x) + ψ3(x) (3.10) That is, ψ(x) = 1 16000 x2(10 + x3)(24x3(100 + 110x3 + 20x6 + x9)c21 + x 3 (800 + 1680x3 + 1320x6 + 316x9 + 30x12 + x15)c31 + 16x 3(10 + x3)c1(15 + (10 + 10x 3 + x6)c2)+ 80(20 + 2x3(10 + x3)c2 + x 3(10 + x3)c3) (3.11) For finding the values of ci, we use the Least Square Method. c1 = −0.1677940548,c2 = 0.1114129522,c3 = 0.0386473756. By putting the constant values of ci in eq.(3.11), we get. ψ(x) = −2.95263×10−7x2(10 + x3)(−338681 + 33793x3 −2992.5x6 −274.362x9 + 236.282x12 + 30x15 + x18) (3.12) Int. J. Anal. Appl. 18 (1) (2020) 90 Table 1. In this table, we compared OHAM solution and exact solution of eq. (3.1), where λ represents the absolute error of OHAM. x OHAM solution Exact solution λ 0.0 0.0 0.0 0.0 0.1 0.01 0.01 2.20146 × 10−9 0.2 0.0400001 0.04 6.79223 × 10−8 0.3 0.0900005 0.09 4.65761 × 10−7 0.4 0.160002 0.16 1.58682 × 10−6 0.5 0.250003 0.25 3.24191 × 10−6 0.6 0.360004 0.36 3.65805 × 10−6 0.7 0.49 0.49 2.79695 × 10−7 0.8 0.639996 0.64 4.44442 × 10−6 0.9 0.810002 0.81 1.57289 × 10−6 1.0 0.999986 1.0 0.0000142671 Figure 1. Shows the comparison of OHAM and Exact solution of the eq.(3.1) Int. J. Anal. Appl. 18 (1) (2020) 91 Figure 2. Shows the Residual solution of the problem. Figure 3. Shows the comparison of zero order, first order, second order and third order of OHAM solution and exact solution of eq.(3.1) Example 2. Consider a nonlinear second kind of VIE with exact solution ψ(x) = x [15] ψ(x) = x− x4 4 + ∫ x 0 tψ2(t)dt (3.13) We used OHAM to find analytical solution. ψ0(x) = x− x4 4 (3.14) ψ0(x) = 1 4 (4x−x4) (3.15) ψ1(x) = −x + x4 4 −xc1 + x4c1 4 + ψ0 + c1ψ0 − 1 2 x2c1ψ 2 0 (3.16) Int. J. Anal. Appl. 18 (1) (2020) 92 ψ1(x) = − 1 32 x4(−4 + x3)2c1 (3.17) ψ2(x) = −xc2 + x4c2 4 + c2ψ0 − 1 2 x2c2ψ 2 0 + ψ1 + c1ψ1 −x 2c1ψ0ψ1 (3.18) ψ2(x) = − 1 128 x4(−4 + x3)2(4c1 + (−2 + x3)2c21 + 4c2) (3.19) ψ3(x) = −xc3 + x4c3 4 + c3ψ0 − 1 2 x2c3ψ 2 0 + c2ψ1− x2c2ψ0ψ1 − 1 2 x2c1ψ 2 1 + ψ2 + c1ψ2 −x 2c1ψ0ψ2 (3.20) ψ3(x) = − 1 2048 x4(−4 + x3)2(32(−2 + x3)2c21 + (64 − 128x 3 + 112x6 − 40x9 + 5x12)c31 +32c1(2 + (−2 + x3)2c2) + 64(c2 + c3) (3.21) The series solution is; ψ(x) = ψ0(x) + ψ1(x) + ψ2(x) + ψ3(x) (3.22) That is, ψ(x) = x− x4 4 − 1 32 x4(−4 + x3)2c1 − 1 128 x4(−4 + x3)2(4c1 + (−2 + x3)2c21 + 4c2)− 1 2048 x4(−4 + x3)232(−2 + x3)2c21 + (64 − 128x 3 + 112x6 − 40x9 + 5x12)c31+ 32c1(2 + (−2 + x3)2c2) + 64(c2 + c3) (3.23) For finding values of ci , using Least Square Method. c1 = −0.8102578861,c2 = 0.5900091712,c3 = 0.2244268082. By putting these values in eq.(3.23), we get ψ(x) = x(1+0.0224215x3−0.161442x6+0.368418x9−0.337199x12+0.12507x15−0.0207792x18+0.0012987x21) (3.24) Int. J. Anal. Appl. 18 (1) (2020) 93 Table 2. In this table, we compared OHAM solution and exact solution of eq. (3.13), where λ represents the absolute error of OHAM. x OHAM solution Exact solution λ 0.0 0.0 0.0 0.0 0.1 0.100002 0.1 2.22604 × 10−6 0.2 0.200034 0.2 0.0000338453 0.3 0.300148 0.3 0.000148429 0.4 0.400346 0.4 0.000345904 0.5 0.500461 0.5 0.000460563 0.6 0.600208 0.6 0.000207781 0.7 0.69962 0.7 0.000379802 0.8 0.799578 0.8 0.00042168 0.9 0.900738 0.9 0.000737938 1.0 0.997787 1.0 0.00221256 Figure 4. Shows the comparison of OHAM and Exact solution of the eq.(3.13) Int. J. Anal. Appl. 18 (1) (2020) 94 Figure 5. Shows the Residual solution of the problem. Figure 6. Shows the comparison of zero order, first order, second order and third order of OHAM solution and exact solution of eq.(3.13) Example 3. Consider a nonlinear VIE with exact solution ψ(x) = x2. [15] ψ(x) = x2 + x6 12 − 1 2 ∫ x 0 tψ2(t)dt (3.25) OHAM Solution: ψ0(x) = x 2 + x6 12 (3.26) ψ0(x) = 1 12 (12x2 + x6) (3.27) ψ1(x) = −x2 − x6 12 −x2c1 − x6c1 12 + ψ0 + c1ψ0 + 1 4 x2c1ψ 2 0 (3.28) ψ1(x) = 1 576 x6(12 + x4)2c1 (3.29) Int. J. Anal. Appl. 18 (1) (2020) 95 ψ2(x) = −x2c2 − x6c2 12 + c2ψ0 + 1 4 x2c2ψ 2 0 + ψ1 + c1ψ1 + 1 2 x2c1ψ0ψ1 (3.30) ψ2(x) = x6(12 + x4)2(24c1 + (24 + 12x 4 + x8)c21 + 24c2) 13824 (3.31) ψ3(x) = −x2c3 − x6c3 12 + c3ψ0 + 1 4 x2c2ψ 2 0 + ψ1 + c1ψ1 + 1 2 x2c1ψ0ψ1 (3.32) ψ3(x) = 1 1327104 x6(12 + x4)(192(24 + 12x4 + x8)c21 + (2304 + 2304x 4 + 912x8 + 120x12 + 5x16)c31 +192c1(12 + (24 + 12x 4 + x8)c2) + 2304(c2 + c3) (3.33) The series solution is given below; ψ0(x) = ψ0(x) + ψ1(x) + ψ2(x) + ψ3(x) (3.34) That is, ψ(x) = 1 1327104 x2(12 + x4)(288x4(12 + x4)(24 + 12x4 + x8)c21 + x 4(12 + x4)(2304 + 2304x4+ 912x8 + 120x12 + 5x16)c31 + 192x 4(12 + x4)c1(36 + (24 − 12x4 + x8)c2)+ 2304(48 + 2x4(12 + x4)c2 + x 4(12 + x4)c3)) (3.35) To find the values of ci, where ci = 1, 2, 3, ..., we use Least Square Method. c1 = −0.2887286851,c2 = 0.1652477727,c3 = 0.0721620291. Put the values of ci in eq.(3.35), we get. ψ(x) = −9.06849 × 10−8x2(12 + x4)× (−918933 + 76484.9x4 − 5863x4 − 5863x8 − 311.456x12 + 347.023x16 + 36x20 + x24) (3.36) Int. J. Anal. Appl. 18 (1) (2020) 96 Table 3. In this table, we compared OHAM solution and exact solution of eq. (3.25), where λ represents the absolute error of OHAM. x OHAM solution Exact solution λ 0.0 0.0 0.0 0.0 0.1 0.01 0.1 1.01049 × 10−10 0.2 0.04 0.2 6.41391 × 10−9 0.3 0.0900001 0.3 7.04647 × 10−8 0.4 0.16 0.4 3.58157 × 10−7 0.5 0.250001 0.5 1.08877 × 10−6 0.6 0.360002 0.6 2.00225 × 10−6 0.7 0.490002 0.7 1.50262 × 10−6 0.8 0.639998 0.8 1.71305 × 10−6 0.9 0.809999 0.9 5.7885 × 10−7 1.0 0.999991 1.0 8.55913 × 10−6 Figure 7. Shows the comparison of OHAM and Exact solution of the eq.(3.25) Int. J. Anal. Appl. 18 (1) (2020) 97 Figure 8. Shows the Residual solution of the problem. Figure 9. Shows the comparison of zero order, first order, second order and third order of OHAM solution and exact solution of eq.(3.25) 4. conclusion In this research article, we presented the application of (OHAM) by solving some examples of nonlinear Volterra integral equations of the second kind. This technique is verified on three different problems.The technique showed to be an accurate and well-organized method for finding approximate solutions for the nonlinear Volterra integral equations of the second kind. The (OHAM) is relatively simple to apply. It is shown that, with few terms, the method is capable of giving sufficient accuracy.This method can be a promising tool for solving strongly nonlinear problems. The convergence of (OHAM) to exact solution is very excellent and quick. Int. J. Anal. Appl. 18 (1) (2020) 98 5. acknowledgment The authors would like to thanks the reviewers for the valuable comments and suggestion which help in the improvement of this paper. 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