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1.
运用Hilbert核的奇异积分方程的数值解法研究具任意形状裂纹的各向同性弹性半平面在周期压头作用下的周期接触问题,将所考虑问题转化为第一型或第二型的奇异积分方程组.最后给出带垂直裂纹的半平面在光滑平底压头作用下的数值结果.令α→∞时,就得到非周期经典结果.  相似文献   

2.
奇异积分方程在裂纹体弹性波散射问题中的应用   总被引:5,自引:0,他引:5  
汪越胜  王铎 《力学进展》1997,27(1):39-55
结合20多年来国内外的研究成果,评述奇异积分方程在裂纹体弹性波散射问题中的应用,特别是在界面裂纹散射问题中的应用.讨论如何将裂纹散射问题归结为奇异积分方程、如何用数值法求解这些方程等问题,并指出奇异积分方程法与其他积分方程法的关系.最后展望了奇异积分方程在裂纹体散射问题中可能的应用前景  相似文献   

3.
现存文献关于梯度材料断裂问题的研究大都是假设材料参数为坐标的指数函数或幂函数,而其它函数形式较少采用.本文假设功能梯度材料剪切模量和密度的倒数均为坐标的线性函数,而泊松比为常量,研究功能梯度板条的反平面运动裂纹问题.利用Fourier积分变换技术和传递矩阵法将混合边值问题化为一对奇异积分方程,通过数值求解奇异积分方程获得板条运动裂纹在反平面载荷作用下的动态应力强度因子,并讨论了裂纹运动速度、裂纹相对尺寸、以及材料非均匀性对动态应力强度因子的影响,结果证明梯度参数、裂纹速度和几何尺寸对材料动态断裂行为有显著影响.  相似文献   

4.
利用复变函数和奇异积分方程方法,求解反平面弹性中半平面边缘内分叉裂纹问题。提出了满足半平面边界自由的由分布位错密度表示的半平面中单裂纹的基本解,此基本解由主要部分和辅助部分组成。将半平面边缘内分叉裂纹问题看作是许多单裂纹问题的叠加,建立了以分布位错密度为未知函数的Cauchy型奇异积分方程组。然后,利用半开型积分法则求解奇异积分方程,得到了裂纹端处的应力强度因子。文中给出两个数值算例的计算结果。  相似文献   

5.
将弹性力学平面问题归化成无奇异边界积分方程,避免了传统的边界元法中的柯西主值(CPV)积分和Hadamard-Finite-Parts(HFP)积分的计算,建立完整的数值求解体系。  相似文献   

6.
半平面多边缘裂纹反平面问题的奇异积分方程   总被引:1,自引:0,他引:1  
利用复变函数和奇异积分方程方法,求解弹性范围内半平面多边缘裂纹的反平面问题.提出了满足半平面边界自由的由分布位错密度表示的单边缘裂纹的基本解,此基本解由主要部分和辅助部分组成.将半平面多边缘裂纹问题看作是许多单边缘裂纹问题的叠加,建立了一组Cauchy型奇异积分方程.然后,利用半开型积分法则求解该奇异积分方程,得到了裂纹端处的应力强度因子.最后,给出了几个数值算例.  相似文献   

7.
曲线裂纹和反平面圆形夹杂相交问题   总被引:3,自引:0,他引:3  
建立了和反平面圆夹杂界面相交的曲线裂纹的弱奇异积分方程,利用Cauchy型奇异积分方程主部分析方法研究了穿过反平面圆夹杂界面的曲线裂纹在交点处的奇性应力指数以及交点处角形域内的奇性应力,并根据奇性应力定义了交点处的应力强度因子。通过对弱奇异积分方程的数值求解,可得裂纹端点和交点处的应力强度因子。  相似文献   

8.
本文利用波函数展开法和奇异积分方程技术研究了SH型反平面剪切波作用下埋藏刚性椭圆柱与周围介质部分脱胶时的动力特性,将脱胶区看作表面不相接触的椭圆弧形界面裂纹,利用波函数展开法,并引入裂纹位错密度函数为未知量,将问题归结为奇异积分方程。通过数值注解积分方程获得了远场和近场物理参量,度讨论了共振特性和各参数对共振的影响。  相似文献   

9.
研究粘结于均匀材料基底上功能梯度材料涂层平面运动裂纹问题,假设功能梯度材料剪切模量和密度为坐标的指数函数,而泊松比为常数.采用Fourier变换和传递矩阵法将该混合边值问题转化为一对奇异积分方程,通过数值求解奇异积分方程组获得功能梯度材料涂层平面运动裂纹的应力强度因子.考察了结构几何尺寸、裂纹运动速度以及材料梯度参数对运动裂纹的应力强度因子的影响,发现材料梯度参数、结构几何尺寸、裂纹长度以及运动速度均对功能梯度材料动态断裂行为有显著影响.  相似文献   

10.
黏弹性体界面裂纹的冲击响应   总被引:3,自引:0,他引:3  
研究两半无限大黏弹性体界面Griffith裂纹在反平面剪切突出载荷下,裂纹尖端动应力强度因子的时间响应,首先,运用积分变换方法将黏弹性混合黑社会问题化成变换域上的对偶积分方程,通过引入裂纹位错密度函数进一步化成Cauchy型奇异积分方程,运用分片连续函数法数值求解奇异积分方程,得到变换域内的动应力强度因子,再用Laplace积分变换数值反演方法,将变换域的解反演到时间域内,最终求得动应力强度因子的时间响应,并对黏弹性参数的影响进行分析。  相似文献   

11.
The magnetoelastic plane strain problem of an interfacial Griffith crack between two dissimilar soft ferromagnetic elastic materials subjected to a uniform magnetostatic field is considered within the framework of linear magnetoelasticity. By making use of the Fourier integral transform technique, the mixed boundary problem is then reduced to a pair of singular integral equations of the second kind. Solutions of the singular integral equations are obtained numerically by means of a Jacobi polynomial expansion method. Effects of the magnetic field, the combinations of the magnetic properties of materials and the geometric parameters on the magnetoelastic stress intensity factors in the vicinity of crack tip are shown graphically.  相似文献   

12.
We consider a three-dimensional problem on the interaction of harmonic waves with a thin rigid movable inclusion in an infinite elastic body. The problem is reduced to solving a system of two-dimensional boundary integral equations of Helmholtz potential type for the stress jump functions on the opposite surfaces of the inclusion. We propose a boundary element method for solving the integral equations on the basis of the regularization of their weakly singular kernels. Using the asymptotic relations between the amplitude-frequency characteristics of the wave farzone field and the obtained boundary stress jump functions, we determine the amplitudes of the shear plane wave scattering by a circular disk-shaped inclusion for various directions of the wave incident on the inclusion and for a broad range of wave numbers.  相似文献   

13.
IntroductionConcerningtheelasticplaneprobleminaunitcircle ,ZhengShenzhouandZhengXueliangdevelopedaboundaryintegralformulaofthestressfunction[1]:Φ(r,θ) =-( 1 -r2 ) 24π ∫2π0ν( φ)1 -2rcos(θ-φ) r2 dφ   12π∫2π011 -2rcos(θ-ω) r2 dω∫2π0μ( φ)1 -cos(ω-φ) dφ   1 -r22π∫2π0μ( φ)1 -2rcos(θ -φ) r2 dφ   ( 0 ≤r <1 ) ,( 1 )whereμ(θ) =Φ(r,θ) |r=1,ν(θ) = Φ n r=1= Φ r r=1.Intheformula ( 1 )theseconditemisastrongsingularintegral,itshouldbeunderstoodasanintegra…  相似文献   

14.
IntroductionWhentheboundaryintegralequationmethodisappliedtocrackanalysis,onlynumericalsolutionscanbeobtained ,suchas:thetypicalworksofSnyderandCruse[1],Crouch[2 ],Blandfordetal.[3],Portelaetal.[4 ],Bui[5 ],Weaver[6 ]andWANGetal.[7- 9].Itisverydifficulttoapplytheboundar…  相似文献   

15.
A novel procedure for solving three-dimensional problems for elastic layer weakened by through-thickness tunnel cracks has been developed and is presented in this paper. This procedure reduces the given boundary value problem to an infinite system of one-dimensional singular integral equations and is based on a system of homogeneous solutions for a layer. Integral representations of single- and double-layer potentials are used for metaharmonic and harmonic functions entering in the singular integral equations. These representations provide a continuous extendibility of the stress vector while allowing a jump in the displacement vector in the transition through the cut.Expanding the potential and biharmonic solutions in the Fourier series over the thickness coordinate yields the integral representations of the displacement vector and stress tensor. The problem of reducing a denumerable set of the integral equations of the given boundary value problem to one-to-one correspondence with the set of unknown densities appearing in the Fourier’s coefficient representations has been settled efficiently. Numerical investigations show a rapid convergence of the proposed reduction procedure as applied to the solution of the infinite system of one-dimensional integral equations. Numerical examples illustrate the proposed method and demonstrate its advantages.  相似文献   

16.
In this paper the plane elasticity problem of two bonded dissimilar functionally graded strips containing an interface crack is studied.The governing equation in terms of Airy stress function is formulated and exact solutions are obtained for several special variations of material properties in Fourier transformation domain.The mixed boundary problem is reduced to a system of singular integral equations that are solved numerically.Numerical results show that fracture toughness of materials can be greatly improved by graded variation of elastic modulus and the influence of the specific form of elastic modulus on the fracture behavior of FGM is limited.  相似文献   

17.
The problem in the plane theory of elasticity of an elastic layer bonded to an elastic half-space of the same material is considered. The formulation is achieved by means of integral transforms and the problem is reduced to the solution of a system of singular integral equations. A numerical solution is accomplished for the half-space and layer by use of the collocation scheme developed by Erdogan and Gupta.  相似文献   

18.
周期界面裂纹的弹性波散射问题研究   总被引:2,自引:0,他引:2  
章梓茂 《力学季刊》1994,15(1):14-26
本文研究了分布于两个关元限空间的周期界面对垂直入射P波及SH波的散射问题,文中利用有限Fourier变换将一个周期带内散射场的边值问题转化为求解一个带周期核的奇异积分方程,并对SH波入射的情形进行了详细的分析,求解了相应的异积分方程,最后给出裂纹尖端的应力强度因子的计算公式及远离裂纹时散射位移场的渐进形式,并对散场的动态特性进行了数值分析。  相似文献   

19.
The boundary integral equation method is developed to study three-dimensional asymptotic singular stress fields at vertices of a pyramidal notch or inclusion in an isotropic elastic space. Two-dimensional boundary integral equations are used for the infinite body with pyramidal notches and inclusions when either stresses or displacements are specified on its surface. Applying the Mellin integral transformation reduces the problem to one-dimensional singular integral equations over a closed, piece-wise smooth line. Using quadrature formulas for regular and singular integrals with Hilbert and logarithmic kernels, these integral equations are reduced to a homogeneous system of linear algebraic equations. Setting its determinant to zero provides a characteristic equation for the determination of the stress singularity power. Numerical results are obtained and compared against known eigenvalues from the literature for an infinite region with a conical notch or inclusion, for a Fichera vertex, and for a half-space with a wedge-shaped notch or inclusion.  相似文献   

20.
The plane elastic problem for a semi-strip with a transverse crack is investigated. The initial problem is reduced to a one-dimensional continuous problem by use of an integral transformation method with a generalized scheme. The one-dimensional problem is first formulated as a vector boundary problem, and then reduced to a system of three singular integral equations(SIEs). The system is solved by use of an orthogonal polynomial method and a special generalized method. The contribution of this work is the consideration of kernel fixed singularities in solving the system. The crack length and its location relative to the semi-strip's lateral sides are investigated to simplify the problem's statement. This simplification reduces the initial problem to a system of two SIEs.  相似文献   

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