一类不可压广义neo-Hookean球体的空穴分岔问题的定性研究

研究了一类不可压的广义neo-Hookean材料组成的球体的空穴分岔问题,该类材料可以看作是带有径向摄动的均匀各向同性不可压的neo-Hookean材料,得到了球体内部空穴生成的条件．与均匀各向同性的neo-Hookean球体的情况相比,证明了当摄动参数属于某些区域时,从平凡解局部向左分岔的空穴分岔解上存在一个二次转向分岔点,空穴生成时的临界载荷会比无摄动的材料的临界载荷小．用奇点理论证明了,空穴分岔方程在临界点附近等价于具有单边约束条件的正规形．用最小势能原理分别讨论了空穴分岔解的稳定性和实际稳定的平衡状态．     

不可压超弹性材料中的空穴分叉

研究了一种不可压Valanis-Landel材料超弹性球体在表面死载荷作用下的球形空穴的分叉问题。给出了空穴分叉问题的解析解,讨论了空穴生成时的应力间断和应力集中问题。通过能量比较判断了解的稳定性,并分析了球体中预存微孔的增长情况。     

可压超弹性材料组合球体中心的空穴生成

研究了一种可压超弹性材料组合球体中的空穴生成问题,得到了组合球体在径向拉伸作用下空穴生成时分叉问题的解,包括均匀变形的平凡解和有内部空穴生成的分叉解。给出了空穴生成时的分叉曲线和球体中的应力分布,观察到了右分叉和左分叉现象及应力间断和应力集中现象。通过能量的比较分析了解的稳定性。     

非均匀温度场中组合热超弹性球体的动态孔穴生成

在有限变形动力学的框架下,研究了在非均匀温度场中组合热超弹性球体,在表面均布拉伸死载荷作用下的动态孔穴的生成和增长问题．首先建立了相应的非线性数学模型,利用换元积分方法求得了孔穴半径与外加载荷之间的一个精确的微分关系,并进行了数值计算,得到了不同温度下球体中孔穴生成时的临界载荷和分叉曲线．考察了参数对孔穴生成与增长的影响,并与相应的静态结果进行了比较．结果表明孔穴是以一个有限的半径突然出现的,且随时间的演变孔穴半径呈现周期性的非线性振动;当温度升高,临界值降低,同时在相同的条件下动态临界载荷低于静态临界载荷．     

受热弹性复合球体空化问题的分析

研究了由两种弹性固体材料组成的复合球体,在均匀变温场作用下的空化问题．采用了几何大变形的有限对数应变度量和Hooke弹性固体材料的本构关系,建立了问题的非线性数学模型．求出了复合球体大变形热弹性膨胀的参数形式的解析解．给出了空穴萌生时临界温度随几何参数和材料参数的变化曲线,以及空穴增长的分岔曲线．算例的数值结果指出:超过临界温度后空穴半径将迅速增大,并且空穴萌生时环向应力将成为无限大,这意味着如果内部球体是弹塑性材料,则会在空穴表面附近产生塑性变形而造成材料的局部损伤．另外,当内部球体材料的弹性接近于不可压时,复合球体可以在较低的变温下空化．     

Poisson比为1／2材料中球形空穴突变和球形空穴萌生的分岔问题 …

研究Ｐｏｉｓｓｏｎ比为１／２的Ｈｏｏｋｅ材料中,空穴的突变和萌生现象,求解一个球对称几何非线性弹性力学的移动边界问题,空穴为球形,远离空穴处为三向均匀拉伸应力状态,在当前构的列控制方程;在当前构形边界上列边界条件,找到了这个自由边界问题的封闭解并得到空穴半径趋于零时的叉型分岔解,计算结果显示,在位移－载荷曲线上存在一个切分岔型分岔点这个分岔点说明在外力作用下空穴会发生突变,即突然“长大”;当球腔半     

周期载荷下超弹性圆柱壳的动力响应

研究了不可压超弹性圆柱壳在内表面周期载荷及突加常值载荷作用下的运动与破坏等动力响应问题．通过对所得描述圆柱壳内表面运动的非线性常微分方程解的数值计算和动力学定性分析,发现存在一个临界载荷;当突加常值载荷或周期载荷的平均载荷值小于这一临界值时,圆柱壳的运动随时间的演化是周期性的或拟周期性的非线性振动,而当其大于这一临界值时,圆柱壳将被破坏．另外,准静态问题的解可作为突加常值载荷作用下系统动力响应解的不动点,且不动点的性质与动力响应解及圆柱壳运动的性质有关．讨论了圆柱壳的厚度和载荷等参数对临界载荷值和圆柱壳运动特性的影响．     

Poisson比为1/2材料中球形空穴突变和球形空穴萌生的分岔问题研究

研究Ｐｏｉｓｓｏｎ比为１／２的Ｈｏｏｋｅ材料中,空穴的突变和萌生现象·求解一个球对称几何非线性弹性力学的移动边界（ｍｏｖｉｎｇｂｏｕｎｄａｒｙ）问题,空穴为球形,远离空穴处为三向均匀拉伸应力状态,在当前构形上列控制方程;在当前构形边界上列边界条件·找到了这个自由边界问题的封闭解并得到空穴半径趋于零时的叉型分岔解·计算结果显示,在位移＿载荷曲线上存在一个切分岔型分岔点（或鞍结点型分岔点、极值型分岔点）,这个分岔点说明在外力作用下空穴会发生突变,即突然“长大”;当球腔半径趋于零时,这个切分岔转化为叉型分岔（或分枝型分岔）,这个叉型分岔可以解释实心球中的空穴萌生现象     

复合载荷作用下夹层圆板的非线性振动和屈曲

基于von Karman薄板理论,建立了均布载荷和周边面内载荷联合作用下夹层圆板非线性振动问题的控制方程和滑动固定边界条件,给出了相应静力问题的精确解及其数值结果．基于时间模态假设和变分法,得到了空间模态的控制方程,并使用修正迭代法求解该方程,得到夹层圆板幅频-载荷特征关系．讨论了两种载荷对夹层圆板振动特性的影响规律．当周边面力使夹层圆板的最低固有频率为零时,就可获得临界载荷的值．     

Landweber迭代正则化方法在动态载荷识别中的应用

在载荷识别过程中,由于结构矩阵的病态特性以及测量噪声的影响,常规最小二乘法往往失效,这就是反问题的不适定问题．Landweber迭代正则化方法可以用来解决载荷识别的不适定问题．线性系统的响应可以表示为载荷与单位脉冲响应函数的卷积分,将其在时域内离散后可得到结构振动响应的正问题模型．应用该方法,在一个桥梁模型上进行了仿真试验,仿真结果说明提出的识别方法是有效的,可以得到满足工程要求的稳定近似解.     

On catastrophe and cavitation for spherical cavity

This work deals with catastrophe of a spherical cavity and cavitation of a spherical cavity for Hooke material with 1/2 Poisson's ratio. A nonlinear problem, which is the Cauchy traction problem, is solved analytically. The governing equations are written on the deformed region or on the present configuration. And the conditions are described on moving boundary. A closed form solution is found. Furthermore, a bifurcation solution in closed form is given from the trivial homogeneous solution of a solid sphere. The results indicate that there is a tangent bifurcation on the displacement-load curve for a sphere with a cavity. On the tangent bifurcation point, the cavity grows up suddenly, which is a kind of catastrophe. And there is a pitchfork bifurcation on the displacement-load curve for a solid sphere. On the pitchfork bifurcation point, there is a cavitation in the solid sphere.     

Elastic buckling of a thin eccentric circular annulus

The contribution treats the elastic buckling of a thin eccentric circular annulus which is on the inner and on the outer boundaries subjected to uniform and constant pressure or tensile loads. The inner and outer boundary are simply supported. To determine the plane stress state and the critical outer load, all equations are expressed with complex variables in the complex plane (z), and conformally mapped into a new complex plane (ζ). The energy method is used for the determination of a critical outer load at which the buckling process appears.     

Combined bending and axial loading of beams made of materials with low shear strength

The effect of shear stresses on the deflection of glass-reinforced plastic beams in bending with axial loading is investigated in the case of hinged supports. The critical axial compressive load is determined with allowance for shear and the limiting value of the axial tensile load is estimated.Mekhanika Polimerov, Vol. 4, No. 1, pp. 124–130, 1968     

Numerical simulation of sphere water entry problem using Eulerian–Lagrangian method

This paper looks at the hydrodynamic’s numerical simulation of a free-falling sphere impacting the free surface of water by using the coupled Eulerian–Lagrangian (CEL) formulation included in the commercial software ABAQUS. A 3D model of a sphere with an unsteady viscous transient flow condition is used for numerical simulation. The simulation is performed for sphere with different density. The simulation results are verified by showing the computed shape of the air cavity, displacement of sphere, pinch-off time and depth that agree well with experimental results.     

On motion of a symmetric gyrostat in a Newtonian force field

A spherical cavity in a sphere-shaped gyrostat contains a spherical rotor, which is rotating at a constant angular velocity relative to the outer sphere. The centres of the outer sphere, the cavity and the rotor coincide. Attached to the outer sphere are identical point masses, placed at the vertices of an octahedron. A study is presented of the influence of the rotation of the rotor on the existence and stability of steady motions of the gyrostat about its mass centre in the Newtonian field of a fixed attracting centre. Interest centres on motions in which the radius vector of the gyrostat centre and the gyrostatic moment are collinear. It is shown that the existence of a gyrostatic moment may essentially modify the stability properties of the steady motions discovered.     

Development of three-dimensional vibrations of an elastic uniformly stretched floating plate

The influence of uniform extension on the unsteady vibrations of an elastic plate floating on the surface of a constant-depth homogeneous fluid surface is studied by the method of integral transformations. The vibrations are caused by a load moving at the constant velocity of the plate surface. The dependence of the size of the angular zones covered by waves, the wave front displacement velocities, and the critical load displacement velocity on the magnitude of the tensile force is analyzed. An estimate is given of the role of uniform compression in the formation of vibrations ahead of and behind the load.Translated from Dinamicheskie Sistemy, No. 4, pp. 72–77, 1985.     

On the deformation of an extended viscoelastic rod subject to finite deformations

The deformation of a polymer material subjected to tensile strain is considered with due allowance for physically linear creep at finite deformations. The deformation process is only stable in time up to a certain value of the load; under heavier loads the deformation is unstable. An expression is derived for the critical time.Institute of the Polymer Mechanics, Academy of Sciences of the Latvian SSR, Riga. Translated from Mekhanika Polimerov, No. 6, pp. 1130–1133, November–December, 1972.