Convergence and exact solutions of spline finite strip method using unitary transformation approach

The spline finite strip method(PSM) is one of the most popular numerical methods for analyzing prismatic structures.Efficacy and convergence of the method have been demonstrated in previous studies by comparing only numerical results with analytical results of some benchmark problems.To date,no exact solutions of the method or its explicit forms of error terms have been derived to show its convergence analytically. As such,in this paper,the mathematical exact solutions of spline finite strips in the plat...     

Application of differential constraint method to exact solution of second-grade fluid

A differential constraint method is used to obtain analytical solutions of a second-grade fluid flow. By using the first-order differential constraint condition, exact solutions of Poiseuille flows, jet flows and Couette flows subjected to suction or blowing forces, and planar elongational flows are derived. In addition, two new classes of exact solutions for a second-grade fluid flow are found. The obtained exact solutions show that the non-Newtonian second-grade flow behavior depends not only on the material viscosity but also on the material elasticity. Finally, some boundary value problems are discussed.     

Study on Exact Analytical Solutions for Two Systems of Nonlinear Evolution Equations

ＩｎｔｒｏｄｕｃｔｉｏｎＤｕｒｉｎｇｔｈｅｃｏｕｒｓｅｏｆｓｔｕｄｙｉｎｇｔｈｅｗａｔｅｒｗａｖｅ,ｍａｎｙｃｏｍｐｌｅｔｅｌｙｉｎｔｅｇｒａｂｌｅｍｏｄｅｌｓｗｅｒｅｏｂｔａｉｎｅｄ ,ｓｕｃｈａｓＫｄＶｅｑｕａｔｉｏｎ ,ｍＫｄＶｅｑｕａｔｉｏｎ ,(2 1 )＿ｄｉｍｅｎｓｉｏｎａｌＫＰｅｑｕａｔｉｏｎ ,ｃｏｕｐｌｅｄＫｄＶｅｑｕａｔｉｏｎｓ,ｖａｒｉａｎｔＢｏｕｓｓｉｎｅｓｑｅｑｕａｔｉｏｎｓ ,ＷＫＢｅｑｕａｔｉｏｎｓｅｔｃ .[1- 13 ].Ｉｎｏｒｄｅｒｔｏｆｉｎｄｅｘｐｌｉｔｉｃｅｘａｃｔｓｏｌｕｔｉｏ…     

Dark and gray solitons of ($$$$)-dimensional nonlocal nonlinear media with periodic response function

By using the standard symmetry reduction method, some exact analytical solutions including gray solitons and gray soliton lattice solutions are derived for the (\(2+1\))-dimensional nonlinear optical media with periodic nonlocal response. Furthermore, dark/gray soliton solutions and dark soliton lattice solutions are found by means of hyperbolic function expansion method and elliptic function expansion method for the nonlocal nonlinear system, respectively. It is found that two critical points exist for soliton solutions, and the switching dynamics of solitons may be described by the critical points.     

Symmetry analysis of modified 2D Burgers vortex equation for unsteady case

In this paper, a symmetry analysis of the modified 2D Burgers vortex equation with a flow parameter is presented. A general form of classical and non-classical symmetries of the equation is derived. These are fundamental tools for obtaining exact solutions to the equation. In several physical cases of the parameter, the specific classical and non-classical symmetries of the equation are then obtained. In addition to rediscovering the existing solutions given by different methods, some new exact solutions are obtained with the symmetry method, showing that the symmetry method is powerful and more general for solving partial differential equations(PDEs).     

正交各向异性层状弹性半平面动力奇异解及其应用

本文采用Ｌａｐｌａｃｅ－Ｆｏｕｒｉｅｒ联合变换及传递矩阵方法导出了正交各向异性层状弹性半平面动力问题的时域奇异解的解析表达式，讨论了奇异解的数值实施。并把奇异解应用于边界元，计算了地下直墙拱结构的动力响应问题。     

Multi-soliton solutions of a variable-coefficient KdV hierarchy

In this paper, Hirota’s bilinear method is extended to a new KdV hierarchy with variable coefficients. As a result, one-soliton solution, two-soliton solution and three-soliton solutions are obtained, from which the uniform formula of \(N\) -soliton solution is derived. Thanks to the arbitrariness of the included functions, these obtained solutions possess rich local structural features like the ridge soliton and the concave column soliton. It is shown that the Hirota’s bilinear method can be used for constructing multi-soliton solutions of some other hierarchies of nonlinear partial differential equations with variable coefficients.     

Symmetry properties of a nonlinear acoustics model

We give a classification into conjugacy classes of subalgebras of the symmetry algebra generated by the Zabolotskaya–Khokhlov equation, and obtain all similarity reductions of this equation into (1+1)-dimensional equations. We thus show that the Lie classical reduction approach may also give rise to more general reduced equations as those expected from the direct method of Clarkson and Kruskal. By transforming the determining system for the similarity variables into the equivalent adjoint system of total differential equations, similarity reductions to odes which are independent of the three arbitrary functions defining the symmetries are also obtained. These results are again compared with those obtained by the direct method of Clarkson and Kruskal, by finding in particular equivalence transformations mapping some of the reduced equations to each other. Various families of new exact solutions are also derived.     

Elastic Fields for Point and Partial Line Loading in Transversely Isotropic Linear Elasticity

In this paper some fundamental concentrated loading solutions are derived for a transversely isotropic full space. As a starting point the potential function representation for the elastic field is re-examined in light of a recent result derived by the author. It is shown that expressions for two of the stress components need to be modified from what is given in some of the existing literature. The use of these new expressions is first demonstrated by considering two point loading cases. Subsequent analysis integrates these two point force solutions over finite line segments to obtain solutions for various cases of partial line loading. The ramifications of the two modified stress equations on the partial line loading solutions are also discussed. This revised version was published online in August 2006 with corrections to the Cover Date.     

Propogation of waves in a linear elastic fluid

The non-classical symmetry method is used to determine particular forms of the arbitrary velocity and forcing terms in a linear wave equation used to model the propogation of waves in a linear elastic fluid. The behaviour of solutions derived using the non-classical symmetry method are discussed. Solutions satisfy a given initial profile and wave velocity. For some solutions the arbitrary forcing terms and wave velocity can be written in terms of the initial wave profile. Relationships between the arbitrary forcing, arbitrary velocity and the solution are derived.     

峰后岩石非Darcy渗流的一维非定常严格简明解析解

煤炭是中国近期的主要能源,仍需要大力研究. 而煤矿采动围岩大多处于峰后应力状态或破碎状态,其渗流一般不符合Darcy定律. 探讨非Darcy渗流系统, 对其研究既有理论创新价值,尤其在煤矿安全中更有重要的实用价值. 用近年发展的求解偏微分方程新的分离变量法------加法分离变量法,得出了Ahmed-Sunada型非Darcy渗流的3套非常简明的一维非定常严格解析解,以发展相应的渗流理论,以及作为标准解推进渗流数值计算的水平.      

Dispersive shock waves in three dimensional Benjamin–Ono equation

Dispersive shock waves (DSWs) in the three dimensional Benjamin–Ono (3DBO) equation are studied with step-like initial condition along a paraboloid front. By using a similarity reduction, the problem of studying DSWs in three space one time (3+1) dimensions reduces to finding DSW solution of a (1+1) dimensional equation. By using a special ansatz, the 3DBO equation exactly reduces to the spherical Benjamin–Ono (sBO) equation. Whitham modulation equations are derived which describes DSW evolution in the sBO equation by using a perturbation method. These equations are written in terms of appropriate Riemann type variables to obtain the sBO-Whitham system. DSW solution which is obtained from the numerical solutions of the Whitham system and the direct numerical solution of the sBO equation are compared. In this comparison, a good agreement is found between these solutions. Also, some physical qualitative results about DSWs in sBO equation are presented. It is concluded that DSW solutions in the reduced sBO equation provide some information about DSW behavior along the paraboloid fronts in the 3DBO equation.     

ON SOLUTIONS OF BACKWARD STOCHASTIC DIFFERENTIAL EQUATIONS WITH JUMPS, WITH UNBOUNDED STOPPING TIMES AS TERMINAL AND WITH NON-LIPSCHITZ COEFFICIENTS, AND PROBABILISTIC INTERPRETATION OF QUASI-LINEAR ELLIPTIC TYPE INTEGRO- DIFFERENTIAL EQUATIO

Ｉｔ’ｓｗｅｌｌ＿ｋｎｏｗｎｔｈａｔｔｈｅｓｏｌｕｔｉｏｎｓｏｆｂａｃｋｗａｒｄｓｔｏｃｈａｓｔｉｃｄｉｆｆｅｒｅｎｔｉａｌｅｑｕａｔｉｏｎｓ(ＢＳＤＥｓ)ｐｌａｙａｎｉｍｐｏｒｔａｎｔｒｏｌｅｉｎｔｈｅｆｉｎａｎｃｉａｌｍａｒｋｅｔ(ＳｅｅＲｅｆ.[1]).ＷｉｔｈｕｎｂｏｕｎｄｅｄｓｔｏｐｐｉｎｇｔｉｍｅｓτａｓｔｅｒｍｉｎａｌｓｕｎｄｅｒｔｈｅＬｉｐｓｃｈｉｔｚｃｏｎｄｉｔｉｏｎｓａｎｄｃｏｎｄｉｔｉｏｎｔｈａｔｔｅｒｍｉｎａｌｓｓａｔｉｓｆｙＥ｜ξ｜2ｅＫ(τ∧Ｔ)≤ｃ0<∞,0≤Ｔ<∞ｏｒξ=0,Ｒｅｆｓ…     

The Equations of Equilibrium in Orthogonal Curvilinear Reference Coordinates

Analytical solutions to problems in finite elasticity are most often derived using the semi-inverse approach along with the spatial form of the equations of motion involving the Cauchy stress tensor. This procedure is somewhat indirect since the spatial equations involve derivatives with respect to spatial coordinates while the unknown functions are in terms of material coordinates, thus necessitating the use of the chain rule. In this classroom note, we derive compact expressions for the components of the divergence, with respect to orthogonal material coordinates, of the first Piola-Kirchhoff stress tensor. The spatial coordinate system is also assumed to be an orthogonal curvilinear one, although, not necessarily of the same type as the material coordinate system. We show by means of some example applications how analytical solutions can be derived more directly using the derived results.     

Vibration problems of flexible circular plates with initial deflection

In this paper,the differential equations of flexible circular plates with initialdeflection are derived.The stability of motion is investigated in phase plane.Theperiodical solutions of nonlinear vibration for circular plates with initial deflection areobtained by use of Galerkin method and Lindstedt-Poincare perturbation method.Theeffect of initial deflection on the dynamic behavior of the flexible plates are alsodiscussed.     

Qualitative analysis for the solution of Kuramoto-Sivashinsky equation

ＷｅｗｉｌｌｃｏｎｓｉｄｅｒｔｈｅｆｏｌｌｏｗｉｎｇＫｕｒａｍｏｔｏ＿Ｓｉｖａｓｈｉｎｓｋｙｅｑｕａｔｉｏｎ［１,２］ｗｉｔｈｏｂｖｉｏｕｓｐｈｙｓｉｃａｌｍｅａｎｉｎｇｓａｎｄｍｅｃｈａｎｉｃａｌｍｏｄｅｌｓ：ｕｔ＋ε４ｕｘ４＋２ｕｘ２＋ｕｕｘ＝０,（１）ｗｉｔｈｔｈｅｉｎｉｔｉａｌｃｏｎｄｉｔｉｏｎ：ｕ（ｘ,０）＝φ（ｘ）,（２）ａｎｄｔｈｅｂｏｕｎｄａｒｙｃｏｎｄｉｔｉｏｎ：ｕ（－ｌ,ｔ）＝ｕ（ｌ,ｔ）＝ｕｘ２（－ｌ,ｔ）＝ｕｘ２（ｌ,ｔ）＝０,（３ａ）ｏｒｔｈｅｂｏｕｎｄ…     

Response of a non-linear system with strong damping to multifrequency excitations

Summary In this paper, a new asymptotic calculation method is presented for a class of nonlinear nonautonomous vibration systems with multiple external periodic interferences. Simple calculation formulae of an asymptotic solution for resonance and off-resonance vibration are derived. The paper is concerned with a vibration system representing a class of nonlinear oscillators. Consequently, the calculation of a class of nonlinear oscillators is routinized. Two different Duffing equations are verified which shows that the results are completely in accordance with the solutions of references [3, 4, 6]. The derivation of solutions of Duffing equations becomes easier and simpler. In addition, some errors in reference [6] are pointed out.     

Elastic field in an infinite medium of one-dimensional hexagonal quasicrystal with a planar crack

This present work is concerned with planar cracks embedded in an infinite space of one-dimensional hexagonal quasicrystals. The potential theory method together with the general solutions is used to develop the framework of solving the crack problems in question. The mode I problems of three common planar cracks (a penny-shaped crack, an external circular crack and a half-infinite crack) are solved in a systematic manner. The phonon and phason elastic fundamental fields along with some important parameters in crack analysis are explicitly presented in terms of elementary functions. Several examples are given to show the applications of the present fundamental solutions. The validity of the present solutions is discussed both analytically and numerically. The derived analytical solutions of crack will not only play an important role in understanding the phonon–phason coupling behavior in quasicrystals, but also serve as benchmarks for future numerical studies and simplified analyses.     

非均质流固耦合介质轴对称动力问题时域解

将地基视为流固两相介质并考虑其非均质成层特性，推导了多层地基动力问题时域解．文中首先建立了一组解耦的两相介质动力控制方程；而后利用Ｌａｐｌａｃｅ－Ｈａｎｋｅｌ变换推导了单层地基象空间初参数解答；再利用初参数法及传递矩阵技术导出了任意多层地基瞬态解的一般解析算式．本文获得的解答可方便地退化为现有理想弹性介质的解答