Hindawi Publishing Corporation Mathematical Problems in Engineering Volume 2011, Article ID 810217, 23 pages doi:10.1155/2011/810217 Research Article Trigonometric Function Periodic Wave Solutions and Their Limit Forms for the KdV-Like and the PC-Like Equations Liu Zhengrong, Jiang Tianpei, Qin Peng, and Xu Qinfeng Department of Mathematics, South China University of Technology, Guangzhou 510640, China Correspondence should be addressed to Liu Zhengrong, liuzhr@scut.edu.cn Received 15 February 2011; Accepted 26 May 2011 Academic Editor: Ming Li Copyright q 2011 Liu Zhengrong et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. We use the bifurcation method of dynamical systems to study the periodic wave solutions and their limit forms for the KdV-like equation ut a1 buuux uxxx 0, and PC-like equation vtt −vttxx −a1 v a2 v2 a3 v3 xx 0, respectively. Via some special phase orbits, we obtain some new explicit periodic wave solutions which are called trigonometric function periodic wave solutions because they are expressed in terms of trigonometric functions. We also show that the trigonometric function periodic wave solutions can be obtained from the limits of elliptic function periodic wave solutions. It is very interesting that the two equations have similar periodic wave solutions. Our work extend previous some results. 1. Introduction Many authors have investigated the KdV-like equation ut a1 buuux uxxx 0, 1.1 and the PC-like equation vtt − vttxx − a1 v a2 v2 a3 v3 xx 0. 1.2 For example, Dey 1, 2 studied the exact Himiltonian density and the conservation laws, and gave two kink solutions for 1.1. Zhang et al. 3, 4 gave some solitary wave solutions and singular wave solutions for 1.1 by using two different methods. Yu 5 got an exact kink soliton for 1.1 by using homogeneous balance method. Grimshaw et al. 6 studied the 2 Mathematical Problems in Engineering large-amplitude solitons for 1.1. Fan 7, 8 gave some bell-shaped soliton solutions, kinkshaped soliton, and Jacobi periodic solutions for 1.1 by using algebraic method. Tang et al. 9 investigated solitary waves and their bifurcations for 1.1 by employing bifurcation method of dynamical systems. Peng 10 used the modified mapping method to get some solitary wave solutions composed of hyperbolic functions, periodic wave solutions composed of Jacobi elliptic functions, and singular wave solution composed of triangle functions for 1.1. Chow et al. 11 described the interaction between a soliton and a breather for 1.1 by using the Hirota bilinear method. Kaya and Inan 12 studied solitary wave solutions for 1.1 by using Adomian decomposition method. Yomba 13 used Fan’s subequation method to construct exact traveling wave solutions composed of hyperbolic functions or Jacobi elliptic functions for 1.1. Zhang and Ma 14 gave some explicit solitary wave solutions composed of hyperbolic functions by using solving algebraic equations for 1.2. Li and Zhang 15 used bifurcation method of dynamical system to study the bifurcation of traveling wave solutions and construct solitary wave solutions for 1.2. Kaya 16 discussed the exact and numerical solitary wave solutions by using a decomposition method for 1.2. Rafei et al. 17 gave numerical solutions by using He’s method for 1.2. Recently, many authors have presented some useful methods to deal with the problems in equations, for instance 18–30. In this paper, we use the bifurcation method mentioned above to study the periodic wave solutions for 1.1 and 1.2. Through some special phase orbits, we obtain new expressions of periodic wave solutions which are composed of trigonometric functions sin ξ or cos ξ. These solutions are called trigonometric function periodic wave solutions. We also check the correctness by using the software Mathematica. In Section 2, we will state our results for 1.1. In Section 3, we will state our results for 1.2. In Sections 4, and 5, we will give derivations for our main results. Some discussions and the orders for testing the correctness of the solutions will be given in Section 6. 2. Trigonometric Function Periodic Wave Solutions for 1.1 In this section, we state our main results for 1.1. In order to state these results conveniently, we give some preparations. For given constant c / 0, on a − b plane we define some lines and regions as follows. 1 When c < 0, we define lines l1 : b 0, l2 : b − a , 6c l3 : b − 3a , 16c l4 : a 0, and regions Ai i 1–8, as Figure 1a. 2.1 Mathematical Problems in Engineering 3a b = − 16c b l3 l4 A3 A4 l2 A2 A1 O l1 A5 A6 l2 3a b = − 16c a b = − 6c l1 b= B2 B3 k4 B4 k1 a b k3 a − 6c k2 B1 O B8 B5 A8 A7 l3 3 B6 l4 B7 k4 k3 k2 a c < 0 k1 a b c > 0 Figure 1: The locations of the lines li , ki i 1, 2, 3, 4 and the regions Aj , Bj j 1, 2, . . . , 8 for given constant c / 0. −1.4996 −20 −1.4998 −20 −10 −1.5002 10 20 −1.5004 a for b 0.66 −10 10 −2 20 −20 −10 −20 −4 −40 −6 −60 −8 −80 b for b 0.2 10 20 c for b 0.00001 Figure 2: The limiting precess of u1 ξ when c < 0, a, b ∈ A1 , and a, b tends to the line l1 , where a 4 and c −1. 2 When c > 0, we define lines k1 : b 0, k2 : a 0, 3a , 16c a k4 : b − , 6c k3 : b − 2.2 and regions Bi i 1–8, as Figure 1b. Using the lines and regions in Figure 1, we narrate our results as follows. Proposition 2.1. For arbitrary given constant c / 0, let ξ x − ct. Then, 1.1 has the following periodic wave solutions. 2.3 4 Mathematical Problems in Engineering 60 50 40 30 20 10 8 1.5004 6 1.5002 4 −20 −10 1.4998 10 20 2 −20 1.4996 −10 a for b −0.66 10 −20 20 b for b −0.2 −10 10 20 c for b −0.00001 Figure 3: The limiting precess of u1 ξ when c < 0, a, b ∈ A5 , and a, b tends to the line l1 , where a −4 and c −1. (1) When c < 0 and a, b ∈ A1 or A5 , the expression of the periodic wave solution is u1 ξ a 6c aa 6bc cos √ −cξ , 2.4 which has the following limit forms. i When c < 0, a, b ∈ A1 and a, b tends to the line l1 , u1 ξ tends to the periodic blow-up solution 6c u◦1 ξ √ a 1 cos −cξ 2.5 (see Figure 2). ii When c < 0, a, b ∈ A5 and a, b tends to the line l1 , u1 ξ tends to the periodic blow-up solution 6c u∗1 ξ √ a 1 − cos −cξ 2.6 (see Figure 3). iii When c < 0, a, b ∈ A1 or A5 , and a, b tends to l2 , u1 ξ tends to the trivial solution uξ 6c/a. (2) When c < 0 and a, b ∈ A2 , or when c > 0 and a, b ∈ B5 , the expression of the periodic wave solution is u2 ξ α0 cosw0 ξ β0 , p0 cosw0 ξ q0 2.7 Mathematical Problems in Engineering 5 where α0 − Δ 3a3a 16bc, √ √ 3a Δ a a− Δ 4a2 b2 √ 3a 24bc Δ β0 − , 2ab2 √ a a− Δ p0 , ab √ 1 q0 − a Δ , ab √ 3a 16bc Δ . w0 8b 2.8 , 2.9 2.10 2.11 2.12 2.13 The solution u2 ξ has the following limit forms. i When c < 0, a, b ∈ A2 and a, b tends to l3 , the u2 ξ tends to the peak-shaped solitary wave solution u◦2 ξ 4c 3 2cξ2 a−9 2cξ2 2.14 (see Figure 4). ii When c < 0, a, b ∈ A2 and a, b tends to l2 , u2 ξ tends to the trivial solution uξ 0. iii When c > 0, a, b ∈ B5 and a, b tends to k1 , the u2 ξ tends to the periodic blow-up solution √ c 2 sin2 cξ/2 − 3 u∗2 ξ √ a sin2 cξ/2 2.15 (see Figure 5). (3) When c < 0 and a, b ∈ A6 , or when c > 0 and a, b ∈ B1 , the expressions of the solution is u3 ξ α1 cosw1 ξ β1 , p1 cosw1 ξ q1 2.16 6 Mathematical Problems in Engineering 0.2 0.2 0.1 −40 −20 −0.1 −0.2 −0.3 −0.4 −40 20 −20 40 a for b 0.7 0.2 20 −0.2 −0.4 −0.6 −0.8 −1 −40 40 b for b 0.7499 −20 −0.2 −0.4 −0.6 −0.8 −1 40 20 c for b 0.7499999 Figure 4: The limiting precess of u2 ξ when c < 0, a, b ∈ A2 , and a, b tends to the line l3 , where a 4 and c −1. 3 40 2.5 2 30 1.5 1 20 10 0.5 −10 −5 350 300 250 200 150 100 50 5 10 −10 −5 a for b −1 5 10 −10 b for b −0.05 −5 5 10 c for b −0.0001 Figure 5: The limiting precess of u2 ξ when c > 0, a, b ∈ B5 , and a, b tends to the line k1 , where a −2 and c 1. where α1 −3a √ √ Δ a a Δ 4a2 b2 √ 3a 24bc − Δ , 2ab2 √ a a Δ p1 , ab √ a− Δ q1 , ab √ 3a 16bc − Δ w1 . 8b , β1 2.17 The solution u3 ξ has the following limit forms. i When c < 0, a, b ∈ A6 and a, b tends to l3 , the u3 ξ tends to the canyon-shaped solitary wave (see Figure 6) solution u◦2 ξ. ii When c < 0, a, b ∈ A6 and a, b tends to l2 , u3 ξ tends to the trivial solution uξ 0. iii When c > 0, a, b ∈ B1 and a, b tends to k1 , the u3 ξ tends to the periodic blow-up wave solution u∗1 ξ (see Figure 3). Mathematical Problems in Engineering 7 0.2 0.15 0.1 0.05 −40 −20 −0.05 20 −0.1 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 40 −40 a for b −1.5875 −20 −0.1 20 −40 40 b for b −1.6865 −20 −0.1 20 40 c for b −1.687499 Figure 6: The limiting precess of u3 ξ when c < 0, a, b ∈ A6 , and a, b tends to the line l3 , where a −9 and c −1. Remark 2.2. Note that if u ϕξ is a solution of 1.1, then u ϕξ r also is solution of 1.1, where r is a arbitrary constant. According to this fact and the results listed in Proposition 2.1, the following nine functions also are periodic wave solutions of 1.1. 1 When c < 0 and a, b ∈ A1 or A5 , the functions are u11 ξ u12 ξ u13 ξ a− a a− 6c aa 6bc cos √ −cξ , 6c √ , aa 6bc sin −cξ 2.18 6c √ . aa 6bc sin −cξ 2 When c < 0 and a, b ∈ A2 or when c > 0 and a, b ∈ B5 , the functions are u21 ξ −α0 cosw0 ξ β0 , −p0 cosw0 ξ q0 u22 ξ α0 sinw0 ξ β0 , p0 sinw0 ξ q0 u23 ξ −α0 sinw0 ξ β0 . −p0 sinw0 ξ q0 2.19 3 When c < 0 and a, b ∈ A6 , or when c > 0 and a, b ∈ B1 , the functions are u31 ξ −α1 cosw1 ξ β1 , −p1 cosw1 ξ q1 u32 ξ α1 sinw1 ξ β1 , p1 sinw1 ξ q1 u33 ξ −α1 sinw1 ξ β1 . −p1 sinw1 ξ q1 2.20 8 Mathematical Problems in Engineering Γ5 Γ6 a3 = a3 = a3 a22 4(a1 −c2 ) a3 = 2a22 9(a1 −c2 ) Γ7 W7 a22 4(a1 −c2 ) a3 = W5 W4 W6 a3 Γ3 Γ4 O W3 W 2 L3 Γ2 L2 Ω1 a3 = W1 a2 L4 L1 a2 Ω8 Ω4 9(a1 −c2 ) W8 O Ω3 2a22 Γ1 Γ8 Ω2 Ω5 2a22 9(a1 −c2 ) a3 = Ω7 Ω6 a3 = a22 4(a1 −c2 ) L5 a c < a1 a3 = L6 a22 4(a1 −c2 ) 2a22 9(a1 −c2 ) L8 L7 b c > a1 2 2 Figure 7: The locations of the rays Γi , Li and the regions Wi , Ωi i 1, 2, . . . , 8 for given a1 and c. Remark 2.3. In the given parametric regions, the solutions ui ξ, u1i ξ, u2i ξ, u3i ξ i 1, 2, 3, and u◦2 ξ are nonsingular. The solutions u◦1 ξ, u∗1 ξ, and u∗2 ξ are singular. The relationships of singular solutions and nonsingular solutions are displayed in the Proposition 2.1. 3. Trigonometric Function Periodic Wave Solutions for 1.2 In this section, we state our main results for 1.2. For given a1 and c a1 / c2 , on a2 −a3 plane we define some rays and regions as follows. 1 When c2 < a1 , we define curves Γ1 : a2 > 0, a3 0, Γ2 : a2 > 0, a3 2a22 , 9a1 − c2 Γ3 : a2 > 0, a3 a22 , 4a1 − c2 Γ4 : a2 0, a3 > 0, Γ5 : a2 < 0, a22 , a3 4a1 − c2 Γ6 : a2 < 0, a3 Γ7 : a2 < 0, a3 0, Γ8 : a2 0, a3 < 0, 3.1 2a22 , 9a1 − c2 and region Wi as the domain surrounded by Γi and Γi1 i 1–7, W8 as the domain surrounded by Γ8 and Γ1 see Figure 7a. Mathematical Problems in Engineering 2 When c 2 9 > a1 , we define curves L1 : a2 > 0, a3 0, L2 : a2 0, a3 > 0, L3 : a2 < 0, a3 0, L4 : a2 < 0, a3 2a22 , 9a1 − c2 L5 : a2 < 0, a3 a21 , 4a1 − c2 L6 : a2 0, a3 < 0, L7 : a2 > 0, a3 a22 , 4a1 − c2 L8 : a2 > 0, a3 2a22 , 9a1 − c2 3.2 and region Ωi as the domain surrounded by Li and Li1 i 1–7, Ω8 as the domain surrounded by L8 and L1 see Figure 7b. Using the rays and regions above, we state our results as follows. Proposition 3.1. For given parameter a1 and constant c satisfying c2 / a1 , let ξ x − ct. Then, 1.2 has the following periodic wave solutions. (1) When c 2 < a1 and a2 , a3 ∈ W1 or W6 , the expression of the periodic wave solution is v1 ξ R0 , R1 R2 cosR3 ξ 3.3 where R0 2 c2 − a1 , 2a2 , 3 1 R2 18a3 c2 − a1 4a22 , 3 a1 − c2 R3 . c2 R1 For a2 / 0, the periodic wave solution v1 ξ has the following limit forms. 3.4 10 Mathematical Problems in Engineering i When c2 < a1 , a2 , a3 ∈ W1 and a2 , a3 tends to the ray Γ1 , v1 ξ tends to the periodic blow-up solution v1◦ ξ 3 c2 − a1 . a2 1 cos a1 − c2 /|c| ξ 3.5 The limiting process is similar to that in Figure 2. ii When c2 < a1 , a2 , a3 ∈ W6 and a2 , a3 tends to the ray Γ7 , v1 ξ tends to the periodic blow-up solution v1∗ ξ 3 c2 − a1 . a2 1 − cos a1 − c2 /|c| ξ 3.6 The limiting process is similar to that in Figure 3. iii When c2 < a1 , a2 , a3 ∈ W1 and a2 , a3 tends to the curve Γ2 , or a2 , a3 ∈ W6 and a2 , a3 tends to the curve Γ6 , v1 ξ tends to the trivial solution vξ 3c2 − a1 /a2 . (2) When c2 < a1 and a2 , a3 ∈ W5 , or when c2 > a1 and a2 , a3 ∈ Ω1 , the expression of the periodic wave solution is v2 ξ S0 − 2S1 , −S2 S3 cosS4 ξ 3.7 where S0 S1 √ −a2 ω , 2a3 √ −a22 4a3 a1 − c2 a2 ω a23 √ 2 −a2 3 ω , 3a3 √ 2 S3 a2 a2 3 ω , 3a3 S1 a3 S4 − 2 , 2c 2 ω a2 − 4a3 a1 − c2 . S2 , 3.8 3.9 The periodic wave solution v2 ξ has the following limit forms. i When c2 < a1 , a2 , a3 ∈ W5 , and a2 , a3 tends to the curve Γ6 , v2 ξ tends to the trivial solution vξ 0. Mathematical Problems in Engineering 11 ii When c2 < a1 , a2 , a3 ∈ W5 , and a2 , a3 tends to the curve Γ5 , the v2 ξ tends to the canyon-shaped solitary wave solution v2◦ ξ 2 a1 − c2 12c2 − 9c2 − 2 a1 − c2 ξ2 . a2 9c2 2a1 − c2 ξ2 3.10 The limiting process is similar to that in Figure 6. iii When c2 > a1 , a2 , a3 ∈ Ω1 , and a2 , a3 tends to the ray L1 , v2 ξ tends to the periodic blow-up wave solution v2∗ ξ ⎞⎤ ⎡ ⎛ c2 − a1 ⎠⎦ a1 − c2 ⎣ 2⎝ ξ . 1 3 tan 2a2 4c2 3.11 The limiting process is similar to that in Figure 2. (3) When c2 < a1 and a2 , a3 ∈ W2 , or when c2 > a1 and a2 , a3 ∈ Ω2 , the expression of the periodic wave solution is v3 ξ T0 2T1 , −T2 T3 cosT4 ξ 3.12 where T0 T1 √ −a2 − ω , 2a3 √ −a22 4a3 a1 − c2 − a2 ω a23 √ 2 a2 3 ω , 3a3 √ 2 T3 a2 a2 − 3 ω , 3a3 T1 a3 T4 − 2 . 2c T2 , 3.13 The periodic wave solution v3 ξ has the following limit forms: i When c2 < a1 , a2 , a3 ∈ W2 , and a2 , a3 tends to the curve Γ2 , v3 ξ tends to the trivial solution vξ 0. ii When c2 < a1 , a2 , a3 ∈ W2 , and a2 , a3 tends to the curve Γ3 , the v3 ξ tends to the peak-shaped solitary wave solution v2◦ ξ. The limiting process is similar to that in Figure 4. iii When c2 > a1 , a2 , a3 ∈ Ω2 , and a2 , a3 tends to the ray L3 , the v3 ξ tends to the periodic blow-up wave solution v2∗ ξ. The limiting process is similar to that in Figure 5. 12 Mathematical Problems in Engineering Remark 3.2. Similar to the reason in Remark 2.2, the following nine functions also are periodic wave solutions of 1.2. 1 When c2 < a1 and a2 , a3 ∈ W1 or W6 , the functions are v11 ξ R0 , R1 − R2 cosR3 ξ v21 ξ R0 , R1 R2 sinR3 ξ v31 ξ R0 . R1 − R2 sinR3 ξ 3.14 2 When c2 < a1 and a2 , a3 ∈ W5 or when c2 > a1 and a2 , a3 ∈ Ω1 , the functions are v12 ξ S0 2S1 , S2 S3 cosS4 ξ v22 ξ S0 − 2S1 , −S2 S3 sinS4 ξ v32 ξ S0 2S1 . S2 S3 sinS4 ξ 3.15 3 When c2 < a1 and a2 , a3 ∈ W2 or when c2 > a1 and a2 , a3 ∈ Ω2 , the functions are v13 ξ T0 − 2T1 , T2 T3 cosT4 ξ v23 ξ T0 2T1 , −T2 T3 sinT4 ξ v33 ξ T0 − 2T1 . T2 T3 sinT4 ξ 3.16 Remark 3.3. In the given regions, the solutions vi ξ, vi1 ξ, vi2 ξ, vi3 ξ i 1, 2, 3, and v2◦ ξ are nonsingular. The solutions v1◦ ξ, v1∗ ξ, and v2∗ ξ are singular. The relationships of nonsingular solutions and singular solutions are displayed in Proposition 3.1. 4. The Derivation on Proposition 2.1 In order to derive the Proposition 2.1, letting c be a constant and substituting u ϕξ with ξ x − ct into 1.1, we have −cϕ aϕϕ abϕ2 ϕ ϕ 0. 4.1 Mathematical Problems in Engineering 13 Integrating 4.1 once and letting the integral constant be zero, it follows that −cϕ a 2 ab 3 ϕ ϕ ϕ 0. 2 3 4.2 Letting ϕ y, yields the following planar system: ϕ y, y cϕ − a ab 3 − ϕ. 2 3 4.3 Obviously, system 4.3 has the first integral 6y2 − 6cϕ2 2aϕ3 abϕ4 h. 4.4 √ −3a − Δ , ϕ1 4ab √ −3a Δ ϕ2 , 4ab 4.5 Let where Δ is defined in 2.8. Then, it is easy to see that system 4.3 has three singular points ϕ1 , 0, 0, 0 and ϕ2 , 0 when Δ > 0, two singular points −3/4b, 0 and 0, 0 when Δ 0, unique singular point 0, 0 when Δ < 0. Let ei and fi i 1, 2, 3 be, respectively, √ a2 6abc , ab √ −a a2 6abc f1 , ab √ √ 1 e2 −a Δ − 2 a a − Δ , 4ab e1 −a − 14 Mathematical Problems in Engineering ϕ O y y e1 O y f1 ϕ e3 y O A1 ϕ ϕ a A8 ϕ y A7 y ϕ O l1 O O A6 f3 f1 y y y ϕ O ϕ O e1 A5 l2 y ϕ O ϕ O A2 y O ϕ O ϕ O l4 A3 A4 l3 e y f2 2 y b y O ϕ ϕ O Figure 8: When c < 0, the bifurcation phase portraits of system 4.3 and the locations of ei and fi i 1, 2, 3. 1 f2 4ab −a 1 e3 − 4ab 1 f3 − 4ab √ a a √ Δ2 a a− Δ , √ √ Δ2 a a Δ , √ √ Δ−2 a a Δ . 4.6 Using the qualitative analysis of dynamical systems, we obtain the bifurcation phase portraits of system 4.3 and the locations of ei and fi i 1, 2, 3 as Figures 8 and 9. It is easy to test that the closed orbit passing ei , 0 passes fi , 0 i 1, 2, 3. Thus, using the phase portraits in Figures 8 and 9, we derive ui ξ i 1, 2, 3 as follows. 1 When c < 0 and a, b ∈ A1 or A5 , the closed orbit passing the points e1 , 0 and f1 , 0 has expression y± ab ϕ −e1 f1 e1 f1 ϕ − ϕ2 , 6 where e1 ≤ ϕ ≤ f1 . 4.7 Substituting 4.7 into dϕ/y dξ, we have dϕ −e1 f1 e1 f1 ϕ − ϕ2 ab dξ. 6 4.8 Mathematical Problems in Engineering O ϕ O y e3 O k4 B4 f3 y ϕ O k2 y ϕ ϕ b ϕ B2 B3 y O y k3 y O 15 y ϕ B1 O B8 y O y e2 O ϕ O f2 ϕ ϕ B5 y k1 O ϕ a y ϕ O B7 B6 y O y ϕ ϕ O y ϕ O Figure 9: When c > 0, the bifurcation phase portraits of system 4.3 and the locations of ei and fi i 1, 2, 3. Integrating 4.8 along the closed orbit and noting that u ϕξ, we obtain the solution u1 ξ as 2.4. 2 When c < 0 and a, b ∈ A2 or when c > 0 and a, b ∈ B5 , the closed orbit passing the points e2 , 0 and f2 , 0 has expression y± ab ϕ − ϕ1 −e2 f2 e2 f2 ϕ − ϕ2 , 6 where e2 ≤ ϕ ≤ f2 . 4.9 Substituting 4.9 into dϕ/y dξ, we get dϕ ϕ − ϕ1 −e2 f2 e2 f2 ϕ − ϕ2 ab dξ. 6 4.10 Along the closed orbit integrating 4.10 and noting that u ϕξ, we get the solution u2 ξ as 2.7. 3 When c < 0 and a, b ∈ A6 or when c > 0 and a, b ∈ B1 , the closed orbit passing the points e3 , 0 and f3 , 0 has expression y± ab ϕ2 − ϕ −e3 f3 e3 f3 ϕ − ϕ2 , 6 where e3 ≤ ϕ ≤ f3 . 4.11 16 Mathematical Problems in Engineering Substituting 4.11 into dϕ/y dξ, it follows that dϕ ϕ2 − ϕ −e3 f3 e3 f3 ϕ − ϕ2 ab dξ. 6 4.12 Similarly, along the closed orbit integrating 4.12, we obtain u3 ξ as 2.16. From the expressions of these solutions, we get their limit forms. This completes the derivation on Proposition 2.1. 5. The Derivation on Proposition 3.1 In this section, we give derivation on Proposition 3.1. Let v ψξ with ξ x − ct, where c is a constant. Thus, 1.2 becomes c2 ψ − c2 ψ − a1 ψ a2 ψ 2 a3 ψ 3 0. 5.1 Integrating 5.1 twice and letting integral constant be zero, we get c2 ψ − ψ a1 ψ a2 ψ 2 a3 ψ 3 . 5.2 Letting ψ y, we have the planar system ψ y, c2 y c2 − a1 ψ − a2 ψ 2 − a3 ψ 3 . 5.3 It is easy to see that system 5.3 has the first integral c2 y 2 ψ 2 a3 2 2a2 ψ ψ a1 − c2 2 3 h, 5.4 and three singular points 0, 0, ψ1 , 0, and ψ2 , 0, where √ −a2 − ω ψ1 , 2a3 √ −a2 ω ψ2 2a3 and ω is defined in 3.9. 5.5 Mathematical Problems in Engineering Γ5 y m2 Γ6 a3 y n2 ϕ O 17 ϕ O ϕ y W3 O n3 ϕ m1 n1 n1 y O W6 ϕ W1 Γ7 Γ1 O y O ϕ ϕ ϕ O Γ2 y O y ϕ y O W2 y O m1 ϕ O W4 O m3 Γ4 W5 y Γ3 y a2 y ϕ W7 W8 Γ8 O ϕ Figure 10: When c2 < a1 , the bifurcation phase portraits of system 5.3 and the locations of mi and ni i 1, 2, 3. Let mi and ni i 1, 2, 3 be, respectively, m1 n1 m2 n2 −2a2 − 2 a22 − 9a1 a3 9a3 c2 3a3 −2a2 2 a22 − 9a1 a3 9a3 c2 3a3 √ √ −a2 − 3 ω − 2 a2 a2 3 ω 6a3 √ √ −a2 − 3 ω 2 a2 a2 3 ω , , , 5.6 , 6a3 √ √ −a2 3 ω − 2 a2 a2 − 3 ω m3 , 6a3 √ √ −a2 3 ω 2 a2 a2 − 3 ω n3 . 6a3 Similarly, using the qualitative analysis of dynamical systems, we get the bifurcation phase portraits of system 5.3 and the locations of mi and ni i 1, 2, 3 as Figures 10 and 11. It is easy to test that the closed orbit passing mi , 0 passes ni , 0 i 1, 2, 3. Thus, using the phase portraits in Figures 10 and 11, we derive vi ξ i 1, 2, 3 as follows. 18 Mathematical Problems in Engineering a3 y m3 n3 ϕ O m2 L2 Ω2 n2 y O L3 y y ϕ O y y O y ϕ y O ϕ Ω8 ϕ O y O L6 Ω4 L4 ϕ y L8 y y ϕ ϕ O L5 ϕ Ω7 Ω6 Ω5 a2 L1 O Ω3 O ϕ O Ω1 O ϕ O ϕ L7 Figure 11: When c2 > a1 , the bifurcation phase portraits of system 5.3 and the locations of mi and ni i 1, 2, 3. 1 When c 2 < a1 and a2 , a3 ∈ W1 or W6 , the closed orbit passing the points m1 , 0 and n1 , 0 has expression y± a3 ψ −m1 n1 m1 n1 ψ − ψ 2 , 2c2 where m1 ≤ ψ ≤ n1 . 5.7 Substituting 5.7 into dψ/y dξ, we have ψ dψ −m1 n1 m1 n1 ψ − ψ 2 a3 dξ. 2c2 5.8 Integrating 5.8 along the closed orbit and noting that v ψξ, we get the solution v1 ξ as 3.3. 2 When c2 < a1 and a2 , a3 ∈ W5 , or when c2 > a1 and a2 , a3 ∈ Ω1 , the closed orbit passing the points m2 , 0 and n2 , 0 has expression y± a3 − ψ −m2 n2 m2 n2 ψ − ψ 2 , ψ 2 2c2 where m2 ≤ ψ ≤ n2 . 5.9 Mathematical Problems in Engineering 19 From dψ/y dξ and 5.9, it follows that dψ ψ2 − ψ −m2 n2 m2 n2 ψ − ψ 2 a3 dξ. 2c2 5.10 Integrating 5.10 along the closed orbit, we get v2 ξ as 3.7. 3 When c2 < a1 and a2 , a3 ∈ W2 , or when c2 > a1 and a2 , a3 ∈ Ω2 , the closed orbit passing the points m3 , 0 and n3 , 0 has expression y± a3 −m3 n3 m3 n3 ψ − ψ 2 , ψ − ψ 1 2c2 where m3 ≤ ψ ≤ n3 . 5.11 Substituting 5.11 into dψ/y dξ, we have dψ ψ − ψ1 −m3 n3 m3 n3 ψ − ψ 2 a3 dξ. 2c2 5.12 Integrating 5.12 along the closed orbit, we obtain v3 ξ as 3.12. From the expressions of these solutions, we get their limiting properties. This completes the derivation on Proposition 3.1. 6. Discussions and Testing Orders In this paper, Using the special closed orbits, we have obtained trigonometric function periodic wave solutions for 1.1 and 1.2, respectively. Their limit forms have been given. From these expressions, an interesting phenomena has been seen, that is, 1.1 and 1.2 have similar periodic wave solutions. Our work has extended previous results on periodic wave solutions. Now, we point out that the trigonometric function periodic wave solutions can be obtained from the limits of the elliplic function periodic wave solution. For given real number μ, let ⎛ ⎞ √ 3 aF 4 1 i 02 √ 1 ⎜ ⎟ 2i i 3 F ⎠, μ1 ⎝−4a 2 bμ 12ab F ⎛ μ2 1 ⎜ ⎝−4a 2 bμ 12ab √ 4 1 − i 3 aF02 F 4aF02 1 μ3 −2a 2 bμ − 2F , 6ab F ⎞ √ ⎟ − 2i i 3 F ⎠, 6.1 20 Mathematical Problems in Engineering y lμ1 ϕ 1 μ e1 f1 μ1 lμ2 μ2 O μ3 ϕ4 ϕ Figure 12: The locations of lμ1 and lμ2 when c < 0 and a, b ∈ A1 . where F01 8 − 6bμ 15b2 μ2 10b3 μ3 , F02 −9bc a −2 bμ b2 μ2 , F03 2 3 , a3 8F02 a −54bc −1 bμ aF01 6.2 1/3 F 54a2 bc −1 bμ − a3 F01 F03 . Assume that c < 0, a, b ∈ A1 , and ϕ1 < μ < e1 . It is easy to check that μi i 1, 2, 3 are real and satisfy μ < e1 < ϕ2 < f1 < μ1 < ϕ3 < μ2 < 0 < μ3 < ϕ4 . 6.3 There are two closed orbits lμ1 and lμ2 see Figure 12. The closed orbit lμ1 passes the points μ, 0 and μ1 , 0. The closed orbit lμ2 passes the points μ2 , 0 and μ3 , 0. On ϕ − y plane, the expression of lμ1 is y2 ab μ3 − ϕ μ2 − ϕ μ1 − ϕ ϕ − μ , 6 where μ ≤ ϕ ≤ μ1 . 6.4 Substituting 6.4 into dϕ/y dξ and integrating it along lμ1 , we have −1 g sn sin z, k ab |ξ|, 6 6.5 Mathematical Problems in Engineering 21 where 2 , μ3 − μ1 μ2 − μ g μ3 − μ2 μ1 − μ k , μ3 − μ1 μ2 − μ 6.6 μ3 − μ1 ϕ − μ sin z . μ1 − μ μ3 − ϕ Solving 6.5 for ϕ and noting that u ϕξ, we obtain an elliptic function periodic wave solution μ μ3 − μ1 μ3 μ1 − μ sn2 ηξ, k uξ , μ3 − μ1 μ1 − μ sn2 ηξ, k 6.7 where η ab μ3 − μ1 μ2 − μ . 24 6.8 Letting μ → e1 − 0, it follows that μ1 → f1 , μ2 →0, μ3 → 0, k → 0, η → abe1 f1 /24 and sn2 ηξ, k → sn2 abe1 f1 /24ξ, 0 sin2 abe1 f1 /24ξ. Therefore, in 6.7 letting μ → e1 − 0, we obtain the trigonometric function periodic wave solution uξ e1 f1 2 abe1 f1 /24 ξ f1 e1 − f1 sin −6c −a aa 6bc − 2 aa 6bcsin2 |c|/2 ξ a− 6c aa 6bc cos |c|ξ 6.9 u11 ξ. Via Remark 2.2 and u11 ξ, further we get u12 ξ, u13 ξ and u1 ξ. Similarly, we can derive others trigonometric function periodic wave solutions. We also have tested the correctness of each solution by using the software Mathematica. Here, we list two testing orders. Others testing orders are similar. 22 Mathematical Problems in Engineering 1 The orders for testing u1 ξ u 6c √ a aa 6bc cos −cx − ct 6.10 Simplify Du, t a1 buDu, xu Du, {x, 3}. 2 The orders for testing v1 ξ R0 2 −a1 c2 , R1 R2 2a2 , 3 2a3 −a1 c2 R3 v 4a22 , 9 a1 − c2 , c2 6.11 R0 , R1 R2 cosR3 x − ct vtt Dv, {t, 2} , vttxx Dvtt, {x, 2} Simplify vtt − vttxx − Da1 v a2 v2 a3 v3 , {x, 2}. Acknowledgment Research is supported by the National Natural Science Foundation of China no. 10871073 and the Research Expences of Central Universities for students. References 1 B. Dey, “Domain wall solutions of KdV-like equations with higher order nonlinearity,” Journal of Physics A, vol. 19, no. 1, pp. L9–L12, 1986. 2 B. Dey, “KdV like equations with domain wall solutions and their Hamiltonians,” in Solitons, pp. 188–194, Springer, Berlin, Germany, 1988. 3 J. F. Zhang, “New solitary wave solution of the combined KdV and mKdV equation,” International Journal of Theoretical Physics, vol. 37, no. 5, pp. 1541–1546, 1998. 4 J. F. Zhang, F. M. Wu, and J. Q. Shi, “Simple solition solution method for the combined KdV and mKdV equation,” International Journal of Theoretical Physics, vol. 39, no. 6, pp. 1697–1702, 2000. 5 J. Yu, “Exact solitary wave solutions to a combined KdV and mKdV equation,” Mathematical Methods in the Applied Sciences, vol. 23, no. 18, pp. 1667–1670, 2000. 6 R. Grimshaw, D. Pelinovsky, E. Pelinovsky, and A. Slunyaev, “Generation of large-amplitude solitons in the extended Korteweg-de Vries equation,” Chaos, vol. 12, no. 4, pp. 1070–1076, 2002. 7 E. G. Fan, “Multiple travelling wave solutions of nonlinear evolution equations using a unified algebraic method,” Journal of Physics A, vol. 35, no. 32, pp. 6853–6872, 2002. Mathematical Problems in Engineering 23 8 E. G. Fan, “Uniformly constructing a series of explicit exact solutions to nonlinear equations in mathematical physics,” Chaos, Solitons and Fractals, vol. 16, no. 5, pp. 819–839, 2003. 9 M. Y. Tang, R. Q. Wang, and Z. J. Jing, “Solitary waves and their bifurcations of KdV like equation with higher order nonlinearity,” Science in China A, vol. 45, no. 10, pp. 1255–1267, 2002. 10 Y.-Z. Peng, “New exact solutions to the combined KdV and mKdV equation,” International Journal of Theoretical Physics, vol. 42, no. 4, pp. 863–868, 2003. 11 K. W. Chow, R. H. J. Grimshaw, and E. Ding, “Interactions of breathers and solitons in the extended Korteweg-de Vries equation,” Wave Motion, vol. 43, no. 2, pp. 158–166, 2005. 12 D. Kaya and I. E. Inan, “A numerical application of the decomposition method for the combined KdV—MKdV equation,” Applied Mathematics and Computation, vol. 168, no. 2, pp. 915–926, 2005. 13 E. Yomba, “The extended Fan’s sub-equation method and its application to KdV-MKdV, BKK and variant Boussinesq equations,” Physics Letters A, vol. 336, no. 6, pp. 463–476, 2005. 14 W. G. Zhang and W. X. Ma, “Explicit solitary-wave solutions to generalized Pochhammer-Chree equations,” Applied Mathematics and Mechanics, vol. 20, no. 6, pp. 625–632, 1999. 15 J. B. Li and L. J. Zhang, “Bifurcations of traveling wave solutions in generalized Pochhammer-Chree equation,” Chaos, Solitons and Fractals, vol. 14, no. 4, pp. 581–593, 2002. 16 D. Kaya, “The exact and numerical solitary-wave solutions for generalized modified Boussinesq equation,” Physics Letters A, vol. 348, no. 3–6, pp. 244–250, 2006. 17 M. Rafei, D. D. Ganji, H. R. M. Daniali, and H. Pashaei, “Application of homotopy perturbation method to the RLW and generalized modified Boussinesq equations,” Physics Letters A, vol. 364, no. 1, pp. 1–6, 2007. 18 R. Liu, “Some new results on explicit traveling wave solutions of km, n equation,” Discrete and Continuous Dynamical Systems B, vol. 13, no. 3, pp. 633–646, 2010. 19 M. Li, S. C. Lim, and S. Y. Chen, “Exact solution of impulse response to a class of fractional oscillators and its stability,” Mathematical Problems in Engineering, vol. 2011, Article ID 657839, 9 pages, 2011. 20 J.-B. Li, “Exact traveling wave solutions and dynamical behavior for the n 1-dimensional multiple sine-Gordon equation,” Science in China A, vol. 50, no. 2, pp. 153–164, 2007. 21 C. Cattani and G. Pierro, “Complexity on acute myeloid leukemia mRNA transcript variant,” Mathematical Problems in Engineering, vol. 2011, Article ID 379873, 16 pages, 2011. 22 C. Cattani and A. Kudreyko, “Application of periodized harmonic wavelets towards solution of eigenvalue problems for integral equations,” Mathematical Problems in Engineering, vol. 2010, Article ID 570136, 8 pages, 2010. 23 Z. R. Liu and Z. Y. Ouyang, “A note on solitary waves for modified forms of Camassa-Holm and Degasperis-Procesi equations,” Physics Letters A, vol. 366, no. 4-5, pp. 377–381, 2007. 24 E. G. Bakhoum and C. Toma, “Specific mathematical aspects of dynamics generated by coherence functions,” Mathematical Problems in Engineering, vol. 2011, Article ID 436198, 10 pages, 2011. 25 M.-Y. Tang and W.-L. Zhang, “Four types of bounded wave solutions of CH-γ equation,” Science in China A, vol. 50, no. 1, pp. 132–152, 2007. 26 Q.-D. Wang and M.-Y. Tang, “New explicit periodic wave solutions and their limits for modified form of Camassa-Holm equation,” Acta Mathematicae Applicatae Sinica, vol. 26, no. 3, pp. 513–524, 2010. 27 E. G. Bakhoum and C. Toma, “Mathematical transform of traveling-wave equations and phase aspects of quantum interaction,” Mathematical Problems in Engineering, vol. 2010, Article ID 695208, 15 pages, 2010. 28 R. Liu, “Several new types of solitary wave solutions for the generalized Camassa-Holm-DegasperisProcesi equation,” Communications on Pure and Applied Analysis, vol. 9, no. 1, pp. 77–90, 2010. 29 M. Li, “Fractal time series—a tutorial review,” Mathematical Problems in Engineering, vol. 2010, Article ID 157264, 26 pages, 2010. 30 S. Y. Chen, H. Tong, Z. Wang, S. Liu, M. Li, and B. Zhang, “Improved generalized belief propagation for vision processing,” Mathematical Problems in Engineering, vol. 2011, Article ID 416963, 12 pages, 2011. 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