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功能梯度材料平面问题的辛弹性力学解法 总被引:3,自引:0,他引:3
将辛弹性力学解法推广用于功能梯度材料平面问题的
分析,考虑沿长度方向弹性模量为指数函数变化而泊松比为常数的矩形域平面弹性问题,给
出了具体的求解步骤. 提出了移位Hamilton矩阵的新概念,建立起相应的辛共轭正交关系;
导出了对应特殊本征值的本征解,发现材料的非均匀特性使特殊本征解的形式发生明显的变
化. 相似文献
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基于二维弹性理论, 利用Hellinger-Reissner变分原理, 通过引入对偶变量, 推导
了双参数地基上正交各向异性梁平面应力问题的辛对偶方程组; 采用分离变量法和本征展
开方法, 将原问题归结为求解零本征值本征解和非零本征值本征解, 得到了适用于任意横纵
比的梁的解析解. 由于在求解过程中不需要事先人为地选取试函数, 而是从梁的基本方程出
发, 直接利用数学方法求出问题的解, 使得问题的求解更加合理化. 其中, 地基对梁的力学
行为的影响看作是侧边边界条件, 类似于外载, 可通过零本征解的线性展开来评价, 非零本
征值本征解对应圣维南原理覆盖的部分. 还利用哈密顿变分原理, 给出了两端固支梁的
一种新的改进边界条件. 编程计算了细梁和深梁等算例, 研究了地基上梁的变形沿着厚度方
向的变化特性, 验证了辛方法的有效性. 相似文献
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弹性力学辛对偶求解方法是通过引入原变量的对偶变量将问题导入辛空间,从而使得有效的数学物理方法,如分离变量和辛本征函数展开的方法得以实施并得出问题的解析解。本文通过引入弯矩函数和恰当的变换,首先建立了两侧边边界条件自由的双材料环扇形薄板弯曲问题的辛对偶体系。然后,讨论了弯矩函数表示的非齐次边界条件,并给出了三个有特定物理意义的解,其解在端部的力系是非自相平衡的。对双材料的楔形板而言,这三个解表示的就是在尖端有集中弯矩、集中扭矩、垂直集中力作用的解。最后,讨论了弯矩函数表示的齐次边界条件,并给出了辛本征值的超越方程以及辛本征解,所有这些解在端部的力系都是自相平衡的。本文的工作为相关问题的解析求解以及辛本征解的进一步应用研究奠定了基础。 相似文献
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一种新的高阶弹簧-阻尼-质量边界——无限域圆柱对称波动问题 总被引:1,自引:0,他引:1
提出一种描述力-位移时间卷积关系的高阶弹簧-阻尼-质量模型,并将其作为人工边界条件
直接应用于弹性动力学无限域圆柱对称运动问题的时域数值求解. 该人工边界条件不存在旁
轴近似、多次透射等位移型外推人工边界条件普遍存在的高、低频失稳问题;与黏性、黏弹
性边界等应力型人工边界条件相比,它具有高阶精度,且是严格高、低频双渐近的,也可以
退化到黏性、黏弹性边界;该边界可以像黏性、黏弹性边界一样利用商用有限元软件中内置
的并联弹簧-阻尼器、质量单元和时间积分求解器在商用软件中方便地实现,便于研究人员和
工程师应用. 分析的几个简单数值算例也验证了该边界条件的上述优点. 相似文献
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在Hamilton体系下,基于Euler梁理论研究了功能梯度材料梁受热冲击载荷作用时的动力屈曲问题;将非均匀功能梯度复合材料的物性参数假设为厚度坐标的幂函数形式,采用Laplace变换法和幂级数法解析求得热冲击下功能梯度梁内的动态温度场:首先将功能梯度梁的屈曲问题归结为辛空间中系统的零本征值问题,梁的屈曲载荷与屈曲模态分别对应于Hamilton体系下的辛本征值和本征解问题,由分叉条件求得屈曲模态和屈曲热轴力,根据屈曲热轴力求解临界屈曲升温载荷。给出了热冲击载荷作用下一类非均匀梯度材料梁屈曲特性的辛方法研究过程,讨论了材料的梯度特性、结构几何参数和热冲击载荷参数对临界温度的影响。 相似文献
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Weixiang Zhang 《Archive of Applied Mechanics (Ingenieur Archiv)》2009,79(9):793-806
The traditional Saint-Venant problem of three-dimensional viscoelasticity is discussed under the Hamiltonia system with the
use of the Laplace integral transformation, and the original problem is transformed into finding eigenvalues and eigenvectors
of the Hamiltonia operator matrix. Since local effect near the boundary is usually neglected, all solutions of Saint-Venant
problems can be obtained directly by the combinations of zero eigenvectors. Moreover, the adjoint relationships of the symplectic
orthogonality of zero eigenvectors in the Laplace domain are generalized to the time domain. Therefore the problem can be
discussed directly in the eigenvector space of the time domain, and the iterative application of Laplace transformation is
not needed. Simply by applying the adjoint relationships of the symplectic orthogonality, an effective method for boundary
condition is given. Based on this method, some typical examples are discussed, in which the whole character of total creep
and relaxation of viscoelasticity is clearly revealed. 相似文献
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In this paper, a new analytical method of symplectic system, Hamiltonian system, is introduced for solving the problem of the Stokes flow in a two-dimensional rectangular domain. In the system, the fundamental problem is reduced to an eigenvalue and eigensolution problem. The solution and boundary conditions can be expanded by eigensolutions using adjoint relationships of the symplectic ortho-normalization between the eigensolutions. A closed method of the symplectic eigensolution is presented based on completeness of the symplectic eigensolution space. The results show that fundamental flows can be described by zero eigenvalue eigensolutions, and local effects by nonzero eigenvalue eigensolutions. Numerical examples give various flows in a rectangular domain and show effectiveness of the method for solving a variety of problems. Meanwhile, the method can be used in solving other problems. 相似文献
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In this paper,a new analytical method of symplectic system.Hamiltonian system,is introduced for solving the problem of the Stokes flow in a two-dimensional rectangular domain.In the system,the fundamental problem is reduced to all eigenvalue and eigensolution problem.The solution and boundary conditions call be expanded by eigensolutions using ad.ioint relationships of the symplectic ortho-normalization between the eigensolutions.A closed method of the symplectic eigensolution is presented based on completeness of the symplectic eigensolution space.The results show that fundamental flows can be described by zero eigenvalue eigensolutions,and local effects by nonzero eigenvalue eigensolutions.Numerical examples give various flows in a rectangular domain and show effectivenees of the method for solving a variety of problems.Meanwhile.the method can be used in solving other problems. 相似文献
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《力学快报》2021,11(5):100293
A novel symplectic superposition method has been proposed and developed for plate and shell problems in recent years. The method has yielded many new analytic solutions due to its rigorousness. In this study, the first endeavor is made to further developed the symplectic superposition method for the free vibration of rectangular thin plates with mixed boundary constraints on an edge. The Hamiltonian system-based governing equation is first introduced such that the mathematical techniques in the symplectic space are applied. The solution procedure incorporates separation of variables, symplectic eigen solution and superposition. The analytic solution of an original problem is finally obtained by a set of equations via the equivalence to the superposition of some elaborated subproblems. The natural frequency and mode shape results for representative plates with both clamped and simply supported boundary constraints imposed on the same edge are reported for benchmark use. The present method can be extended to more challenging problems that cannot be solved by conventional analytic methods. 相似文献
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辛弹性力学已广泛应用于弹性学中各种边值问题的精确解、计算表面波模式以及预测多层超弹性薄膜中的表面褶皱。本文展示了辛分析框架还可应用于受约束介电弹性体中的表面褶皱。机械和电位移向量是两个基本变量来描述介电弹性体中机械变形与电场紧密耦合。褶皱的临界电压可以通过引入基本变量的对偶变量来从辛本征值问题中解决。本文采用扩展的W-W(Wittrick-Williams)算法和精确的积分方法,准确而高效地解决制定的辛本征值问题的本征值。通过将褶皱电压和波数与有无表面能的褶皱基准结果进行比较,验证了辛分析的有效性。辛分析框架简洁且适用于其他不稳定问题,如分层电介质弹性体、磁弹性不稳定性以及层压复合结构的微观和宏观不稳定性。 相似文献
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研究Winkler地基上正交各向异性矩形薄板弯曲方程所对应的Hamilton正则方程, 计算出其对边滑支条件下相应Hamilton算子的本征值和本征函数系, 证明该本征函数系的辛正交性以及在Cauchy主值意义下的完备性, 进而给出对边滑支边界条件下Hamilton正则方程的通解, 之后利用辛叠加方法求出Winkler地基上四边自由正交各向异性矩形薄板弯曲问题的解析解. 最后通过两个具体算例验证了所得解析解的正确性. 相似文献
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A new state vector is presented for symplectic solution to three dimensional couple stress problem. Without relying on the analogy relationship, the dual PDEs of couple stress problem are derived by a new state vector. The duality solution methodology in a new form is thus extended to three dimensional couple stress. A new symplectic orthonormality relationship is proved. The symplectic solution to couple stress theory based a new state vector is more accordant with the custom of classical elasticity and is more convenient to process boundary conditions. A Hamilton mixed energy variational principle is derived by the integral method. 相似文献