Conical parametric scattering of a single extraordinary beam in BaTiO3 crystal

In this paper, the parametric scattering of a single extraordinary polarized beam of laser in BaTiO₃ photorefractive crystal has been investigated experimentally and theoretically. The resulting pattern consists of beam fanning, isotropic ring, and anisotropic one. Among all parts of scattering pattern, isotropic ring has not been studied as much as beam fanning and anisotropic ring, and there still are some differences in reports about it. Therefore, the study has mainly focused on this part. In this experimental configuration, isotropic ring is just visible in positive angles although the other parts of parametric scattering pattern can be visible from behind and in front of the crystal. In addition to steady state pattern in forward and backward directions, its transient behavior with the rotation of crystal has been studied. The results of experiments have been analyzed carefully, and their theoretical explanations have been presented based on the standard theory of parametric scattering in photorefractive crystals. It has been shown that this configuration corresponds to the so called parametric B-process scattering.     

SELF-ADAPTIVE STRATEGY FOR ONE-DIMENSIONAL FINITE ELEMENT METHOD BASED ON ELEMENT ENERGY PROJECTION METHOD

Based on the newly-developed element energy projection (EEP) method for computation of super-convergent results in one-dimensional finite element method (FEM), the task of self-adaptive FEM analysis was converted into the task of adaptive piecewise polynomial interpolation. As a result, a satisfactory FEM mesh can be obtained, and further FEM analysis on this mesh would immediately produce an FEM solution which usually satisfies the user specified error tolerance. Even though the error tolerance was not completely satisfied, one or two steps of further local refinements would be sufficient. This strategy was found to be very simple, rapid, cheap and efficient. Taking the elliptical ordinary differential equation of second order as the model problem, the fundamental idea, implementation strategy and detailed algorithm are described. Representative numerical examples are given to show the effectiveness and reliability of the proposed approach.     

4th-order spline wavelets on a bounded interval

ＩｎｔｒｏｄｕｃｔｉｏｎＷａｖｅｌｅｔａｎａｌｙｓｉｓｈａｓｅｘｐｅｒｉｅｎｃｅｄａｎｅｎｏｒｍｏｕｓｄｅｖｅｌｏｐｍｅｎｔｉｎｒｅｃｅｎｔｙｅａｒｓ.Ｏｎｅｏｆｔｈｅｉｍｐｏｒｔａｎｔｆｉｅｌｄｓｉｓｔｈｅｎｕｍｅｒｉｃａｌａｎａｌｙｓｉｓｏｆｄｉｆｆｅｒｅｎｔｉａｌｅｑｕａｔｉｏｎｓ.Ｔｈｅａｄｖａｎｔａｇｅｏｆａｄｏｐｔｉｎｇｗａｖｅｌｅｔｓｈａｓｂｅｅｎｒｅｐｏｒｔｅｄ[1～ 4].Ｃｌａｓｓｉｃａｌａｐｐｒｏａｃｈｅｓｔｏｗａｖｅｌｅｔｃｏｎｓｔｒｕｃｔｉｏｎｄｅａｌｗｉｔｈｍｕｌｔｉｒｅｓｏ…     

A discrete algorithm for complex frequency-domain convolutions

ＩｎｔｒｏｄｕｃｔｉｏｎＩｔｉｓｗｅｌｌ＿ｋｎｏｗｎｔｈａｔｔｈｅＬａｐｌａｃｅｔｒａｎｓｆｏｒｍｏｆｔｈｅｐｒｏｄｕｃｔｏｆｔｗｏｔｉｍｅ＿ｄｏｍａｉｎｓｉｇｎａｌｓｅｑｕａｌｓｔｈｅｃｏｍｐｌｅｘｆｒｅｑｕｅｎｃｙ＿ｄｏｍａｉｎｃｏｎｖｏｌｕｔｉｏｎｏｆｉｎｄｉｖｉｄｕａｌＬａｐｌａｃｅｔｒａｎｓｆｏｒｍｓｏｆｔｗｏｓｉｇｎａｌｓ.Ｇｅｎｅｒａｌｌｙ,ｔｈｅｃｏｎｖｏｌｕｔｉｏｎｏｆｔｗｏｃｏｍｐｌｅｘｆｒｅｑｕｅｎｃｙ＿ｄｏｍａｉｎａｎａｌｙｔｉｃａｌｆｕｎｃｔｉｏｎｓｉｓｃａｌｃｕｌａｔｅ…     

Dynamical behavior of nonlinear viscoelastic beams

ＩｎｔｒｏｄｕｃｔｉｏｎＴｈｅＧａｌｅｒｋｉｎｔｒｕｎｃａｔｉｏｎｉｓｗｉｄｅｌｙｕｓｅｄｔｏｓｔｕｄｙｔｈｅｄｙｎａｍｉｃａｌｂｅｈａｖｉｏｒ(ｅｓｐｅｃｉａｌｌｙｔｈｅｎｏｎｌｉｎｅａｒｄｙｎａｍｉｃａｌｂｅｈａｖｉｏｒ)ｏｆｓｔｒｕｃｔｕｒｅｓ[1].Ｈｏｗｅｖｅｒ,ａｓｆａｒｔｈｅｒｅｉｓｎｏｄｉｒｅｃｔｅｖｉｄｅｎｃｅｔｏｐｒｏｖｅｔｈｅｐｌａｕｓｉｂｉｌｉｔｙｏｆｔｈｅｌｏｗｏｒｄｅｒＧａｌｅｒｋｉｎｔｒｕｎｃａｔｉｏｎ,ａｌｔｈｏｕｇｈｉｔｃａｎｂｅｉｎｆｅｒｒｅｄｆｒｏｍｃｅｒｔａｉｎｉ…     

The research of blow-up in 2D weakly damped forced KdV equation on thin domain

ＩｎｔｒｏｄｕｃｔｉｏｎＷｉｔｈｃｏｍｐｌｅｘｉｔｙｏｆｔｈｅｄｙｎａｍｉｃｓｏｆｔｈｅｈｉｇｈｅｒ＿ｄｉｍｅｎｓｉｏｎａｌｄｉｓｓｉｐａｔｉｖｅｓｙｓｔｅｍｓｏｌｉｔａｒｙｗａｖｅ ,ｔｈｅｒｅｉｓｍｕｃｈｄｉｆｆｉｃｕｌｔｙｉｎｓｔｕｄｙｉｎｇｔｈｅｓｅｐｒｏｂｌｅｍｓ.Ｔｈｅｐａｐｅｒｓ [1 ]～ [3]ｍｅｎｔｉｏｎｅｄｔｈｅｔｗｏ＿ｄｉｍｅｎｓｉｏｎａｌＫｄＶｅｑｕａｔｉｏｎｓｄｒｉｖｅｎｂｙＬａｘａｎｄ [3]ｏｂｔａｉｎｅｄｔｈｅｅｘｉｓｔｅｎｃｅｏｆｓｏｌｕｔｉｏｎｔｏｔｈｅｅｑｕａｔｉｏｎｓ…     

Forced oscillation of second-order neutral equations

ＩｎｔｒｏｄｕｃｔｉｏｎＴｈｅｓｔｕｄｙｏｆｔｈｅｏｓｃｉｌｌａｔｏｒｙａｎｄａｓｙｍｐｔｏｔｉｃｂｅｈａｖｉｏｒｏｆｔｈｅｓｏｌｕｔｉｏｎｓｏｆｎｅｕｔｒａｌｄｅｌａｙｄｉｆｆｅｒｅｎｔｉａｌｅｑｕａｔｉｏｎｓ,ｂｅｓｉｄｅｓｉｔｓｔｈｅｏｒｅｔｉｃａｌｉｎｔｅｒｅｓｔ,ｉｓｉｍｐｏｒｔａｎｔｆｒｏｍｔｈｅｖｉｅｗｐｏｉｎｔｏｆａｐｐｌｉｃａｔｉｏｎｓ.Ｆｏｒｅｘａｍｐｌｅ,ｓｅｃｏｎｄ＿ｏｒｄｅｒｎｅｕｔｒａｌｄｉｆｆｅｒｅｎｔｉａｌｅｑｕａｔｉｏｎｓｈａｖｅａｐｐｌｉｃａｔｉｏｎｓｉｎｐｒｏｂ…     

SHEAR BEAM MODEL FOR INTERFACE FAILURE UNDER ANTIPLANE SHEAR (Ⅰ)—FUNDAMENTAL BEHAVIOR

The propagation of interlayer cracks and the resulting failure of the interface is a typical mode occurring in rock engineering and masonry structure. On the basis of the theory of elasto~plasticity and fracture mechanics, the shear beam model for the solution of interface failure was presented. The concept of `cohesive crack’ was adopted to describe the constitutive behavior of the cohesive interfacial layer. Related fundamental equations such as equilibrium equation, constitutive equations were presented. The behavior of a double shear beam bonded through cohesive layer was analytically calculated. The stable propagation of interface crack and process zone was investigated.     

An analytic and application to state space reconstruction about chaotic time series

The state space reconstruction is the major important quantitative index for describing non-linear chaotic time series. Based on the work of many scholars, such as: N.H.Packard, F.Takens, M. Casdagli, J.F.Gibson, CHEN Yu-shu et al, the state space was reconstructed using the method of Legendre coordinate. Several different scaling regimes for lag time τ were identified. The influence for state space reconstruction of lag time τ was discussed. The result tells us that is a good practical method for state space reconstruction.     

The invariant manifold method and the controllability of nonlinear control system

The problem of controllability of nonlinear control system is a significant field which has an extensive prospect of application. A.M.Kovalev of Ukraine Academy of Science applied the oriented manifold method developed in dynamics of rigid body to nonlinear control system for the first time and obtained a series of efficient results. Based on Kovalev’s oriented manifold method, firstly, by invariant manifold method the problem of controllability of nonlinear control system was studied and the necessary condition of the controllability of a kind of affine nonlinear system was given out. Then the realization of the necessary condition was discussed. At last, the motion of a rigid body with two rotors was investigated and the necessary condition which is satisfied by this system was proved.