二维直角平面内偏心圆形衬砌对稳态入射平面SH波的散射

利用复变函数法、多极坐标变换及傅里叶级数展开技术求解二维直角平面内偏心圆形衬砌对稳态入射平面SH(shearing horizontal)波的散射问题.首先构造出介质内不存在偏心圆形衬砌时的入射波场和反射波场;其次建立介质内存在偏心圆形衬砌时由衬砌外边界产生的能够自动满足直角边应力自由条件的散射波解和衬砌外边界向衬砌介质内的折射波解以及衬砌内边界的散射波解,从而利用叠加原理可写出衬砌介质内外的总波场.利用衬砌外边界处应力位移的连续条件和内边界处应力自由条件以及傅里叶级数展开方法列出求解波解中未知系数的无穷代数方程组,在满足计算精度的前提下通过有限项截断,得到相应有限代数方程组的解,最后通过算例具体讨论衬砌内边界处的动应力集中系数和水平直边界位移幅度比及其相位随无量纲波数、入射波入射角、衬砌位置及其偏心度的不同而变化的情况,结果表明文中算法的有效实用性.     

直角平面内圆形弹性夹杂对稳态入射平面SH波的模糊散射

用多极坐标移动技术、格拉夫(Graf)加法公式和扩张原理研究含模糊波数直角平面内圆形弹性夹杂对稳态入射平面SH(shearing horizontal)波的模糊散射问题。首先利用直角平面两直角边界应力自由条件写出介质内的自由波场和散射波场;其次,利用圆形弹性夹杂边界处的应力和位移连续条件、傅里叶级数展开和Graf加法公式得到确定散射波函数中未知系数的无穷线性代数方程组。为了利用模糊波数的模糊信息,将模糊波数理解为模糊参数,将其支集等距划分,利用扩张原理通过确定性方法间接得到划分节点处的模糊波场值及其隶属度。实际计算表明,该算法收敛速度快,计算精度高,数值结果稳定,且能克服求解模糊波响应隶属度信息的困难。     

无限长带形域内圆孔的反平面响应

无限大带形区域内含圆孔的弹性波散射问题,由于涉及到两条直边界,在理论研究上一直是没有解决的问题,而只能借助于数值求解的办法。利用复变函数法、虚源法和Graf加法公式给出了该问题的散射波解析解,它能够预先满足两条边界上的应力自由条件,利用圆孔边界处的应力边界条件和傅立叶级数展开来确定散射波函数中的未知系数,从而确定出带形区域内的波场,最后通过一个算例计算了圆孔边界处的环向动应力集中系数,说明了文中结论和算法的正确性。     

四分之一空间内椭圆孔对SH(shearing horizontal,反平面剪切)波的散射

利用保角变换和多极坐标移动技术,求解四分之一空间内含有椭圆孔时椭圆孔对入射平面SH(shearing hori-zontal)波的稳态散射问题。首先利用四分之一空间两垂直边界处的应力自由条件,写出不含椭圆孔时空间介质内的反射波场;其次,通过保角映射技术考虑空间介质内含有任意主轴方向的椭圆孔时,由于椭圆孔对入射和反射波场的散射作用而产生的散射波场,并预先使得该散射波场满足四分之一空间介质两垂直边界处的应力自由条件,利用叠加原理,将入射波场、反射波场和散射波场叠加起来,即可得到问题的总位移波场。最后借助于椭圆孔边界处的应力自由条件和傅里叶级数展开列出求解散射波解中未知系数的无穷代数方程组,在满足计算精度的前提下将方程组进行有限项截断,得到一个有限线性方程组并求解。通过算例具体讨论四分之一空间内椭圆孔边界处的环向动应力集中系数随入射波入射角、无量纲波数、椭圆孔方位参数的变化情况。     

半空间内圆孔对稳态入射平面SH波的散射

利用复变函数方法、多极坐标移动技术和Graf加法公式讨论半空间内圆孔对稳态入射平面SH( shearing horizontal)波的散射问题.首先写出介质内的自由波场和散射波场,它们能够预先满足半空间边界自由应力条件;其次,利用Graf(格喇夫)加法公式,将虚源波函数进行数学变换,使之与圆孔产生的波函数共同表示为同一个无穷正交函数级数的形式;最后利用圆孔边界处的应力自由条件,得出确定散射波函数中未知系数的无穷线性代数方程组,该方法避免了散射波函数傅里叶级数展开中积分的数值计算,因而显著地提高收敛速度和计算精度.算例结果表明方法的可行性.     

纤维增强复合材料的刚性圆柱夹杂双周期分布模型的平面问题

对于硬夹杂一软基体的单向纤维增强复合材料，将纤维束看成刚性圆柱状夹杂，考虑夹杂间的相互影响，采用复变函数和坐标变换的方法，构造呈双周期分布且相互影响的刚性圆柱夹杂的复应力函数，同时满足夹杂的边界条件，利用围线积分将求解方程组化为线性代数方程组，推导出受到远场均匀拉应力的作用，双周期分布的刚性圆柱夹杂的界面应力表达式，算例给出双周期夹杂模型的界面应力值，并与单夹杂模型的界面应力最大值进行对比。     

半空间界面弹性柱支撑体对反平面SH波的动态响应

利用波函数展开法和格林(Green)函数法讨论半空间水平界面上弹性柱支撑体对入射反平面SH(shearinghorizontal)波的散射效应。首先解一个双曲偏微分方程定解问题,确定出不含界面弹性柱支撑体的完整半空间内的自由位移场及其对应的格林函数解;其次,利用叠加原理得到含界面弹性柱支撑体时半空间内的总位移场,并通过牛顿定律列出弹性柱支撑体的动态响应方程;最后借助于问题的位移边界条件和力边界条件写出未知力满足的定解积分方程,并给出其解析解。通过一个算例的数值解说明方法的可行性。     

塑性状态下轴对称平面应力问题的位移解法

由于数学手段上的限制,解析求解一直是固体力学中一条难以逾越的鸿沟.从轴对称问题的应力平衡微分方程、几何方程与Levy-Mises增量理论出发,采用位移法分析轴对称平面应力问题,以位移增量的形式给出塑性状态下轴对称平面应力问题位移解的通解.研究结果表明,塑性状态下轴对称平面应力问题中,位移解的结果与材料属性无关.按照研究结果,利用位移和应力混合边界条件,分析发电机护环液压胀形过程中坯料高度及外径的变化规律,建立以增量形式表述的计算护环内径、外径及高度变化的递推公式.所得结果与相关文献的试验数据相比具有较高的精度:外径相对误差为0.09％,高度相对误差为1.178％,完全能够满足实际工程的需要.     

粘弹性平面问题的不连续位移边界元方法

利用弹性力学的单位集中不连续位移基本解，给出粘弹性平面问题的不连续位移边界积分方程－边界元方法，数据算例表明，该方法解决粘弹性断裂力学问题是很有效的。     

平面四杆机构的运动综合研究

本文应用连续法对平面铰链四杆机构的函数综合、刚体导引综合及再现轨迹综合等问题进行了系统的研究，较好地解决了平面四杆机构运动综合中长期存在的初始值与全部解这两大难题，为平面四杆机构运动综合的尺寸方案优选奠定了基础。文中对每类综合均给出了数值实例，求出了满足给定综合条件的全部机构，并进一步考虑曲柄存在、分支及运动实现顺序等问题，对综合所得机构进行了优选。     

Contact between a circular plate and a tensionless edge support

In this paper the extent of contact between a circular plate and its tensionless edge support is studied. The solution is obtained by employing the Ritz method. The displacement function is approximated in terms of the functions which satisfy exactly one of the boundary conditions. The other boundary condition is satisfied approximately by taking the harmonic average. The numerical results showing the effects of the configuration of loading and the stiffness of the support on the extent of the contact and on the edge displacement of the plate are presented in various diagrams. The results which correspond to a very low support stiffness are compared with those of a rigid plate, and very good agreement is found.     

弹性半空间中平片裂纹问题的超奇异积分方程方法

使用边界积分方程方法,在有限部积分的意义下,将弹性半空间中垂于自边界面的平片裂纹归结为一组以裂纹面位移间数为示知函数的超奇异积仞氖限部积分蜞 建立了数值人出了用裂纹面位移间尖力强度因子的公式。通过对圆形、菜和矩形等贡型的平片裂纹问题的计算,分析了自由边界面对裂纹前沿应力强度因子的影响。     

Diffraction of sound by a poroelastic cylindrical absorber near an impedance plane

Acoustic scattering from an infinitely long fluid-saturated porous elastic circular cylinder located near a planar boundary with locally varying surface impedance is studied. The formulation utilizes the novel features of Biot dynamic theory of poroelasticity, the appropriate wave field expansions, the classical method of images and the translational addition theorem for cylindrical wave functions along with a simple local surface reaction model involving a complex amplitude wave reflection coefficient applied to develop a closed-form solution in the form of infinite series. The analytical results are illustrated with a numerical example in which a cylindrical plastic foam absorber is located near a layer of foam material set on an impervious rigid wall. The numerical results reveal the important effects of incident wave frequency, angle of incidence, interface local surface reaction, cylinder poroelasticity and position on the acoustic field quantities. The proposed model can lead to a better understanding of acoustic scattering from two-dimensional near-interface porous absorbers or targets which are commonly encountered problems in outdoor acoustics, noise control engineering, and ocean engineering. The presented solution could eventually be used to validate those found by numerical approximation techniques.     

Analysis of the stress concentration on circular rigid inclusion in a non-linear viscous material

The stress concentration factor of a circular rigid inclusion buried in a non-linear viscous material described by a power law is obtained for various rate hardening exponents. The medium, under a generalized plane condition, is subjected to a bi-axial tension with identical boundary stresses in the horizontal and vertical axes. The stress concentration factor of a circular hole in a non-linear viscous material under a plane strain condition is compared to the stress concentration under generalized plane strain conditions for various rate hardening exponents. The medium is considered to be subjected to the same boundary stress condition as the circular rigid inclusion.The effect of the interaction between the two inclusions on the stress concentration is discussed in terms of the volumetric fraction of the inclusion.     

弹性约束半空间内浅埋圆孔对SH波的散射

利用复变函数法和多极坐标移动技术求解讨论弹性约束边界半空间内浅埋圆孔对稳态入射平面SH(shearing horizontal,反平面剪切)波的散射问题.为了克服直接构造波函数场的困难,采用一个半径很大的圆孔边界来拟合半空间的直边界,因而原来问题即转化为无限大空间内大圆孔和小圆孔对入射平面SH波的散射问题.文中具体讨论小圆孔边界处的动应力集中系数随无量纲波数、入射波入射角的变化情况,算例结果表明文中处理方法是合理的.     

Large displacement analysis of elastically constrained rotating disks with rigid body degrees of freedom

A central aspect of the linear vibration theory of rotating disks involves the concept of critical speeds. At such rotation speeds an axisymmetric disk can support a standing wave as recorded by a stationary observer. In such situations an applied space fixed constant force can give rise to a resonance in the disk. Such a response is of concern in industrial applications as diverse as circular saw blades and computer floppy disks. In such situations the magnitude of response may exceed the limits of linear theory. The present paper is concerned with the effects of large displacements upon the disk response in the neighborhood of such critical speeds. The effects of geometric nonlinearities and the influence of rigid body tilting and translation (caused by the boundary conditions) are considered. The equations of motion are based on Von Karman plate theory. The eigenfunctions of two self-adjoint eigenvalue problems, corresponding to the stress function and the transverse displacement, are determined and used as approximation functions in a numerically efficient Galerkin formulation. The coupled nonlinear ordinary differential equations of motion are solved using the Runge–Kutta method. Numerical results are presented for disks that are free to translate and rotate at their inner boundary and are constrained from lateral motion by space fixed linear springs. The effects of vibration magnitude on system response in the sub and super-critical speed regions are computed and the effects of large displacements on critical speed behavior and forced response are investigated. Experiments are conducted to verify the accuracy of the numerical results obtained in this paper.     

弹性边界条件下圆板横向自由振动特性分析

采用谱几何法(spectro-geometric method,简称SGM)分析了弹性边界条件下圆板横向自由振动特性。首先,将圆板的振动位移容许函数描述为一种谱形式的改进三角级数,并采用沿边界均匀分布的约束弹簧来模拟弹性边界条件;然后,将未知级数展开系数看作广义变量,应用瑞利-里兹法从能量的角度推导弹性边界条件下圆板结构横向自由振动系统特征矩阵方程;最后,设计搭建了相关实验台架,对圆板结构横向自由振动模态参数进行测试。将文中方法计算结果与文献解、有限元计算结果和实验结果进行对比,验证了谱几何法求解圆板横向自由振动问题的正确性和计算精度。