A SOLUTION OF COSINE PRESSURES ON A HOLLOW CYLINDER AND THE LIMIT WHEN k→0

A new stress function is found in this paper and then the problems of cosine pressures on a hollow cylinder are solved with the new stress function, which provides the basis for the solution of the problems of space symmetrical deformation of a hollow cylinder. When the pressures do not vary in the axial direction, that is, when the lame formulae can be deduced.

MATHEMATIC MODEL AND ANALYTIC SOLUTION FOR CYLINDER SUBJECT TO UNEVEN PRESSURES

According to the inverse solution of elasticity mechanics, a stress function is constructed which meets the space biharmonic equation, this stress functions is about cubic function pressure on the inner and outer surfaces of cylinder. When borderline condition that is predigested according to the Saint-Venant＇s theory is joined, an equation suit is constructed which meets both the biharmonic equations and the boundary conditions. Furthermore, its analytic solution is deduced with Matlab. When this theory is applied to hydraulic bulging rollers, the experimental results inosculate with the theoretic calculation. Simultaneously, the limit along the axis invariable direction is given and the famous Lame solution can be induced from this limit. The above work paves the way for mathematic model building of hollow cylinder and for the analytic solution of hollow cvlinder with randomly uneven pressure.

Mathematic Model and Analytic Solution for a Cylinder Subject to Exponential Function

Hollow cylinders are widely used in spacecraft, rockets, weapons, metallurgy, materials, and mechanical manufacturing industries, and so on, hydraulic bulging roll cylinder and hydraulic press work all belong to hollow cylinders. However, up till now, the solution of the cylinder subjected to the pressures in the three-dimensional space is still at the stage of the analytical solution to the normal pressure or the approximate solution to the variable pressure by numerical method. The analytical solution to the variable pressure of the cylinder has not yet made any breakthrough in theory and can not meet accurate theoretical analysis and calculation requirements of the cylindrical in Engineering. In view of their importance, the precision calculation and theoretical analysis are required to investigate on engineering. A stress function which meets both the biharmonic equations and boundary conditions is constructed in the three-dimensional space. Furthermore, the analytic solution of a hollow cylinder subjected to exponential function distributed variable pressure on its inner and outer surfaces is deduced. By controlling the pressure subject to exponential function distributed variable pressure in the hydraulic bulging roller without any rolling load, using a static tester to record the strain supported hydraulic bulging roll, and comparing with the theoretical calculation, the experimental test result has a higher degree of agreement with the theoretical calculation. Simultaneously, the famous Lam6 solution can be deduced when given the unlimited length of cylinder along the axis. The analytic solution paves the way for the mathematic building and solution of hollow cylinder with randomly uneven pressure.

TRANSIENT TORSIONAL WAVE IN FINITE HOLLOW CYLINDER WITH INITIAL AXIAL STRESS

An analytical solution is obtained for transient torsional vibration of a finite hollow cylinder with initial axial stress. The cylinder is subjected to dynamic shearing stress at the internal surface and is fixed at the external surface. The basic equations are presented and the solution is obtained by means of Fourier series expansion technique and the separation of variables method. The effects of the initial stress on the natural frequencies and transient torsional responses are presented and discussed.

Stress analytical solution for plane problem of a double-layered thick-walled cylinder subjected to a type of non-uniform distributed pressure

The stress state around circular openings,such as boreholes,shafts,and tunnels,is usually needed to be evaluated.Solutions for stresses,strains and ultimate bearing capacities of pressurized hollow cylinder are common cases.Stress analytical method for plane problem of a double-layered thick-walled cylinder subjected to a type of non-uniform pressure on the outer surface and uniform radial pressure on the inner surface is given.The power series method of complex function is used.The stress analytical solution is obtained with the assumption that two layers of a cylinder are fully contacted.The distributions of normal and tangential contact stress along the interface,tangential stress on the inner boundary and stresses in the radial direction at θ=0°,45° and 90°,are obtained.An example indicates that,when the elastic modulus of the inner layer of a double-layered thick-walled cylinder is smaller than that of the outer layer,the tangential stress is smaller than that in the corresponding point for a traditional cylinder composed of homogeneous materials.In that way,stress concentration at the inner surface can be alleviated and the stress distribution is more uniform.This is a capable way to enhance the elastic ultimate bearing capacity of thick-walled cylinder.

New Formulas of Earth Pressure on Large Successive Cylinders

The retaining wall made of large successive cylinders is a kind of structure which draws much attention in coastal engineering of China. The earth pressure on the arched back of large successive cylinders is different from that on the plane back of a general wall. On the basis of equilibrium of forces on the strip element taken from the soil between two cylinders, the differential equation is established and the analytic solution to the equation is obtained. The formulas of earth pressure on large successive cylinders are given in this paper. The distribution of earth pressure around the circle given by the present formulas is different from that given by the formulas commonly used at present, but it is identical with that measured in the model test.

Solution of a hollow thick-wall cylinder subject to quadric function pressures and its limit when l→∞

The problem of a hollow thick-wall cylinder subject to quadric function pressures is solved with a new stress function, thus laying the basis for solving the spatial symmetric deformation of a hollow cylinder subject to arbitrarily distributed pressures.

厚壁筒柱面受双曲余弦分布压力、端面受常力之解及圆筒无限长时的极限

在三维空间中构建了一个既满足双调和方程又满足边界条件的新应力函数 ,对厚壁圆筒在柱面上受双曲余弦分布压力、端面受正压力总和为常力的情况 ,给出了解析解。避免了长期以来利用均布压力近似代替变力来求解轴对称问题所造成的误差。同时 ,给出了压力沿轴向不变时的极限 ,导出了厚壁圆筒著名的 L

有限厚度圆柱壳热冲击问题的广义热弹性解

针对包含有界边界的轴对称结构受热冲击作用的广义热弹性问题进行了研究分析.基于Lord-Shulman广义热弹性理论(L-S理论),构建了热冲击下有限厚度圆柱壳热弹性响应的广义热弹性模型.借助Laplace(拉普拉斯)变换技术以及Bessel函数的渐进特性,推导了温变载荷作用下,圆柱壳内部位移、温度以及应力场的解析表达式.该表达式不仅可以清楚地揭示热冲击下热波、热弹性波在壳体内部的传播、反射以及叠加的作用过程,更可准确地捕捉到热波、热弹性波波前位置处的阶跃现象,并对热冲击诱发的动态热应力峰值进行有效预测.

基于三参数双τ~2强度理论的厚壁圆筒极限压力分析

为了得到均布载荷作用下拉压同性材料与拉压异性材料厚壁圆筒弹塑性分析全过程的统一解析解,采用三参数双τ^2强度理论对厚壁圆筒进行弹塑性应力分析.通过引用三参数双τ^2强度理论中的极限应力比α与β对拉压同性材料和拉压异性材料进行了统一分析,分别得到了弹性极限压力、弹塑性极限压力以及弹塑性区应力与材料的极限应力比和弹塑性半径的关系式.结果表明,不仅材料的极限应力σt、极限应力比α和β对厚壁圆筒的极限承载能力有影响,而且厚壁圆筒的内、外半径亦与厚壁圆筒的极限压力有关.

圆筒空间轴对称稳态热传导解析解(英文)

采用坐标变换法导出了圆筒空间轴对称问题稳态热传导温度分布的关系式 .由圆筒内外侧冷热流体介质沿轴向的温度分布计算圆壁内各处温度分布 .计算结果与实验结果吻合很好 .所得公式的适用条件与多数实际情况一致 ,可用于实际热传导工程计算 .此方法计算工作量小 。

空心圆柱饱和多孔介质热固结问题的解析解

基于考虑热渗效应和等温热流效应的热-水-力耦合的线性热弹性固结控制方程,建立无限长空心圆柱饱和多孔介质热固结问题的一种理论求解方法。该方法先给出Laplace变换域上的解,然后,利用Stehfest法求其数值逆变换。该理论解考虑了空心圆柱体内、外透水界面随时间变化的外力和温度荷载耦合作用过程。最后,通过一算例分析了饱和多孔介质的热固结特征,给出其温度、孔压、位移和应力的演化规律。

有限长FGM圆筒的热/机应力的解析解

利用微分方程的级数求解方法,分析了两端简支的有限长功能梯度圆筒的轴对称稳态热弹性问题,推导出了稳态温度场与应力场的解析解。分析中采用指数函数模型来描述FGM圆筒中材料性能在厚度方向的连续变化,同时忽略温度对材料性能的影响。另外,论文以金属钼和多铝红柱石制成的功能梯度圆筒为例,给出了稳态温度场和应力场的数值结果。

大型连续圆筒上土压力计算的新公式

在大型连续圆筒挡土墙相邻两筒之间的上体中取条形微元体，根据条形微元体上力的平衡条件，建立平衡方程，求得了不同状态下该微分方程的解析解，给出了计算大直径圆筒挡土墙上土压力的一组新公式，并与目前广泛采用的公式进行了比较。

旋转功能梯度压电空心圆柱的精确解

针对内外表面作用均布压力和电势的功能梯度径向极化无限长压电空心圆柱旋转问题,给出了其精确解.分析了旋转功能梯度压电空心圆柱内径向应力、环向应力及电势的分布情况,还研究了材料的非均匀特性、空心圆柱的内外径比率以及外加电势对机械场和电场的影响.通过设计合适的功能梯度形式、选择合适的内外径比率以及在内外表面施加恰当的外加电势能够达到改善旋转功能梯度压电空心圆柱的力学行为.得到的解可应用于沿径向按幂函数规律变化的旋转压电功能梯度空心圆柱构件的精确分析和优化设计中.

梯度材料二维轴对称问题的弹性解析解

为了研究梯度材料在静荷载下的响应,首先推导出极坐标下轴对称问题的相容方程;再通过选取特殊的应力函数和弹性模量简化该方程,得到了弹性模量呈幂函数形式分布的梯度圆环内、外受均布压力问题的弹性解;在此基础上,引入接触条件,推得均布荷载下双层梯度圆筒和具有梯度界面层的双材料圆筒的弹性解;最后对各解析解进行了算例分析。分析结果表明:对于双层梯度圆筒,材料的梯度分布不改变其应力正负,并能使筒内应力分布更均匀,缓解应力集中;但对于具有梯度界面层的双材料圆筒,并非梯度层厚度越大应力状态越理想,也存在周向正应力虽然更加平均,最大应力值却有所提升的情况。

圆筒受余弦分布压力之解及其k→0的极限

本文得到一个新的应力函数.用此解答了圆筒受余弦分布压力的问题,并为解决圆筒在轴向受任意分布荷载作用的空间轴对称问题打下了基础.根据求出的解答,取压力沿轴向不变化时的极限,就导出了厚壁圆筒的Lam(?)公式.

厚壁筒的一种简化弹性应变梯度模型

在Toupin-Mindlin应变梯度理论框架内,建立了一种关于厚壁筒的应变梯度模型,并利用打靶法和拟牛顿迭代法实现了两点复杂边界条件和四阶常微分平衡方程的求解,得到了厚壁筒应力场和位移场精确数值解。为了降低该模型的复杂性和提高该模型的适用性,通过对高阶应力做出简化假设,得到了简化的平衡方程和相应的厚壁筒应力、应变的解析解。通过对厚壁筒经典弹性理论解析解、梯度理论简化解和梯度理论精确数值解的比较,检验了简化模型解析解的可行性和精确性,并得到了梯度理论和经典理论在厚壁筒应用上的差异性。

一类非均布荷载作用下双层厚壁圆筒光滑接触时的应力解析解

采用复变函数方法,给出了双层厚壁圆筒外壁受有一类两向不等压非均布径向压力,内壁受有均布压力作用时平面问题的应力求解方法。在两层圆筒光滑接触的假定下,获得双层厚壁圆筒的应力解析解。通过算例分析了不同弹性模量组合时圆筒内不同截面的切向应力与径向应力分布规律,研究结果表明:当内壁均布压力较小时,两层圆筒的内壁处切向应力沿环向均呈余弦分布,且都在内壁的最小地应力方向承受最大压应力,在最大地应力方向承受最大拉应力;径向应力沿径向在圆筒0°、45°、90°截面处分别呈近似"M"状、"菱形"、"W"状分布;随着内外层弹性模量比值的增大,内层圆筒内壁附近切向应力增大,径向应力在最小地应力方向增大,在最大地应力方向减小,而在外层筒分布规律相反。采用内软外硬的弹性模量组合,能有效的减小圆筒内层内壁处的应力集中程度。

一类非均布荷载作用下厚壁圆筒平面问题的应力解析解

采用复变函数法给出了表面受有一类非均布径向压力作用下厚壁圆筒平面问题的应力解析解,发现随着非均布侧压系数的增大,圆筒内某些区域的切向应力和(或)径向应力会由压应力变为拉应力,并且切向拉应力远大于径向拉应力。在不存在拉应力区的前提下,反算出非均布侧压系数的范围,并给出了不同非均布侧压系数所对应的拉应力区。最后用数值方法验证了理论分析的正确性。