共查询到16条相似文献,搜索用时 171 毫秒
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SH波对有部分脱胶衬砌的圆形孔洞的散射 总被引:17,自引:0,他引:17
本文研究了圆形孔洞内衬砌与孔洞部分脱胶时对SH波的散射.将脱胶区看作表面不相接触的弧形界面裂纹,利用波函数展开法,并引入裂纹面的位错密度函数,将问题归结为一组奇异积分方程.通过数值计算获得了动应力强度因子(DSIF)和远场位移及散射截面(SCS).结果显示:由于脱胶,DSIF和SCS在较低的频率上发生共振. 相似文献
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本文求解了弹性P波对界面部分脱胶的可动刚性圆柱夹杂物的散射问题。将脱胶区看作表面不相接触的弧形界面裂纹,借助波函数展开法并利用边界条件将问题转化为一组对偶级数方程。然后通过引入裂纹面的位错密度函数,将其化为一组具有Hilbert核的第二类奇异积分方程,并进一步化为Cauchy型奇异积分方程组,数值求解方程组可获得动应力强度因子,夹杂物刚体振动位移和散射截面等重要参量。结果显示该类结构在较低的频率上发生共振,此低频共振特性与脱胶区大小,入射波方向、材料组合等多种参数有关。与已有方法相比,本文的方法更具一般性,适用于任意材料组合。 相似文献
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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
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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分析 总被引:1,自引:0,他引:1
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(Mathieu函数)展开法,并引人裂纹面的位错密度函数为未知量,将问题归结为奇异积分方程,通过数值求解积分方程获得了远场和近场物理参量,并讨论了共振特性和各参数对共振的影响. 相似文献
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研究多个纵向环形界面裂纹的P波散射问题。以裂纹面的位错密度函数为未知量,利用Fourier积分变换,将问题归结为第二类奇异积分方程,然后通过数值求解,获得裂纹尖端的动应力强度因子。最后给出了双裂纹动应力强度因子随入射波频率变化的关系曲线。 相似文献
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折线型裂纹对SH波的动力响应 总被引:1,自引:0,他引:1
利用Fourier积分变换方法,得出了无限平面中用裂纹位错密度函数表示的单裂纹散射场.根据无穷积分的性质,把单裂纹的散射场分解为奇异部分和有界部分.利用单裂纹的散射场建立了折线裂纹在SH波作用下的Cauchy型奇异积分方程.根据折线裂纹散射场和所得的积分方程讨论了裂纹在折点处的奇性应力及折点处的奇性应力指数.利用所得的奇性应力定义了折点处的应力强度因子.对所得Cauchy型奇积分方程的数值求解,可得裂纹端点和折点处的动应力强度因子。 相似文献
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Shiqun Guo 《Archive of Applied Mechanics (Ingenieur Archiv)》2009,79(8):709-723
This paper is concerned with the elastic wave scattering induced by a penny-shaped interface crack in coated materials. Using
the integral transform, the problem of wave scattering is reduced to a set of singular integral equations in matrix form.
The singular integral equations are solved by the asymptotic analysis and contour integral technique, and the expressions
for the stress and displacement as well as the dynamic stress intensity factors (SIFs) are obtained. Using numerical analysis,
this approach is verified by the finite element method (FEM), and the numerical results agree well with the theoretical results.
For various crack sizes and material combinations, the relations between the SIFs and the incident frequency are analyzed,
and the amplitudes of the crack opening displacements (CODs) are plotted versus incident wavenumber. The investigation provides
a theoretical basis for the dynamic failure analysis and nondestructive evaluation of coated materials. 相似文献
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Dynamic fracture behavior of a Griffith crack along the interface of an adhesive bonded material under normal loading is studied. The singular integral equations are obtained by employing integral transformation and introducing dislocation density functions. By adopting Gauss-Jacobi integration formula, the problem is reduced to the solution of algebraic equations, and by collocation dots method. their solutions can be obtained Based on the parametric discussions presented in the paper, the following conclusions can be drawn: (1) Mode I dynamic stress intensity factor (DSIF) increases with increasing initial crack length and decreasing visco-elastic layer thickness, revealing distinct size effect; (2) The influence of the visco-elastic adhesive relaxation time on the DSIF should not be ignored. 相似文献
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This paper studies the dynamic stress intensity factor (DSIF) at the interface in an adhesive joint under shear loading. Material damage is considered. By introducing the dislocation density function and using the integral transform, the problem is reduced to algebraic equations and can be solved with the collocation dots method in the Laplace domain. Time response of DSIF is calculated with the inverse Laplace integral transform. The results show that the mode Ⅱ DSIF increases with the shear relaxation parameter, shear module and Poisson ratio, while decreases with the swell relaxation parameter. Damage shielding only occurs at the initial stage of crack propagation. The singular index of crack tip is -0.5 and independent on the material parameters, damage conditions of materials, and time. The oscillatory index is controlled by viscoelastic material parameters. 相似文献
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Dynamic stress intensity factors of two collinear mode-III cracks perpendicular to and on the two sides of a bi-FGM weak-discontinuous interface 总被引:3,自引:0,他引:3
The mechanical model was established for the anti-plane dynamic fracture problem for two collinear cracks on the two sides of and perpendicular to a weak-discontinuous interface between two materials with smoothly graded elastic properties, as opposed to a sharp interface with discontinuously changing elastic properties. The problem was reduced as a system of Cauchy singular integral equations of the first kind by Laplace and Fourier integral transforms. The integral equations were solved by Erdogan's collocation method and the dynamic stress intensity factors in the time domain were obtained through Laplace numerical inversion proposed by Miller and Guy. The influences of geometrical and physical parameters on the dynamic stress intensity factors were illustrated and discussed, based on which some conclusions were drawn: (a) to increase the thickness of the FGM strip on either side of the interface will be beneficial to reducing the DSIF of a crack perpendicular to a bi-FGM interface and embedded at the center of one of the FGM strips; (b) To increase the rigidity of the FGM strip where the crack is located will increase the DSIF. However, when the material in one side of the interface is more rigid, the DSIF of the interface-perpendicular embedded crack in the other side will be reduced; (c) To decrease the weak-discontinuity of a bi-FGM interface will not necessarily reduce the stress intensity factor of a crack perpendicular to it, which is different from the case of interfacial crack; (d) For two collinear cracks with equal half-length, when the distance between the two inner tips is less than about three times of the half-length, the interaction of them is intensified, however, when the distance is greater than this the interaction becomes weak. 相似文献
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The scattering of general SH plane wave by an interface crack between two dissimilar viscoelastic bodies is studied and the
dynamic stress intensity factor at the crack-tip is computed. The scattering problem can be decomposed into two problems:
one is the reflection and refraction problem of general SH plane waves at perfect interface (with no crack); another is the
scattering problem due to the existence of crack. For the first problem, the viscoelastic wave equation, displacement and
stress continuity conditions across the interface are used to obtain the shear stress distribution at the interface. For the
second problem, the integral transformation method is used to reduce the scattering problem into dual integral equations.
Then, the dual integral equations are transformed into the Cauchy singular integral equation of first kind by introduction
of the crack dislocation density function. Finally, the singular integral equation is solved by Kurtz's piecewise continuous
function method. As a consequence, the crack opening displacement and dynamic stress intensity factor are obtained. At the
end of the paper, a numerical example is given. The effects of incident angle, incident frequency and viscoelastic material
parameters are analyzed. It is found that there is a frequency region for viscoelastic material within which the viscoelastic
effects cannot be ignored.
This work was supported by the National Natural Science Foundation of China (No.19772064) and by the project of CAS KJ 951-1-20 相似文献
16.
The interaction of a general plane P wave and an elastic cylindrical inclusion of infinite length partially debonded from
its surrounding viscoelastic matrix of infinite extension is investigated. The debonded region is modeled as an arc-shaped
interface crack between inclusion and matrix with non-contacting faces. With wave functions expansion and singular integral
equation technique, the interaction problem is reduced to a set of simultaneous singular integral equations of crack dislocation
density function. By analysis of the fundamental solution of the singular integral equation, it is found that dynamic stress
field at the crack tip is oscillatory singular, which is related to the frequency of incident wave. The singular integral
equations are solved numerically, and the crack open displacement and dynamic stress intensity factor are evaluated for various
incident angles and frequencies.
The project supported by the National Natural Science Foundation of China (19872002) and Climbing Foundation of Northern Jiaotong
University 相似文献