线性弹性问题的异质多尺度—间断有限元方法

在异质多尺度方法的框架下,使用内部惩罚间断有限元方法作为宏观求解器,构造了多尺度线性弹性问题的异质多尺度—间断有限元方法,并且给出了介质是周期情况下的最佳误差估计。

非线性弹性问题的增强混合有限元方法

为研究非线性弹性问题的数值解,本文介绍了一种具有强对称应力张量的全增强混合有限元方法.该方法除了包括通常线弹性问题中的应力张量和位移外还将应变张量作为辅助未知量.通过引入Galerkin最小二乘项,本文得到了两层鞍点算子方程,并以此作为问题的弱方程.为得到离散增强方程的适定性,本文以分片常量多项式来逼近应变张量,以分片线性多项式逼近应力张量和位移,得到了最优阶误差估计.数值算例验证了方法的有效性.

线性弹性问题的多尺度间断有限元方法

在间断有限元方法的基础上,采用局部正交分解方法构造多尺度基函数,进而得到求解线性弹性问题的多尺度间断有限元方法,并且对非周期及无尺度分离情形给出了最佳误差估计。

线性弹性问题的局部正交分解方法

局部正交分解方法是求解多尺度问题的一种有效算法.该算法不要求介质具有周期性或尺度分离的特点.本文构造了求解多尺度线性弹性问题的局部正交分解方法,并且给出了最佳误差估计.一些数值实验也证实了理论误差结果.

线弹性问题的异质多尺度双线性有限元法

作者研究了多尺度线弹性问题的异质多尺度方法.在异质多尺度方法的一般框架下,作者首先采用双线性有限元进行宏观求解,得到位移的先验误差估计;然后考虑了微观单胞问题的数值表现,给出了全离散格式的收敛性分析;最后通过数值算例验证了理论结果.

一种抽象的稳定化方法及在非线性不可压缩弹性问题上的应用

针对非线性不可压缩弹性力学问题.本文提出了一种抽象的稳定化方法并将其应用于非线性不可压缩弹性问题上.在该框架中,我们证明了只要连续的混合问题是稳定的,则可以修正任何满足离散inf-sup条件的混合有限元方法使其是稳定的且最优收敛的.我们将这种抽象的稳定化理论框架应用于非线性不可压缩弹性力学问题,给出了稳定性和收敛性理论结论,并通过数值实验验证了该结论.

Positive solutions of nonlinear elastic beam equations with a fixed end and a movable end

The existence of n positive solutions is studied for a class of fourth-order elastic beam equations where one end is fixed and other end is movable. Here, n is an arbitrary natural number. Our results show that the class of equations may have n positive solutions provided the “heights” of the nonlinear term are appropriate on some bounded sets.

A new numerical method for determining collapse load-carrying capacity of structure made of elasto-plastic material

Determination of collapse load-carrying capacity of elasto-plastic material is very important in designing structure. The problem is commonly solved by elasto-plastic finite element method （FEM）. In order to deal with material nonlinear problem involving strain softening problem effectively, a new numerical method-damped Newton method was proposed. The iterative schemes are discussed in detail for pure equilibrium models. In the equilibrium model, the plasticity criterion and the compatibility of the strains are verified, and the strain increment and plastic factor are treated as independent unknowns. To avoid the stiffness matrix being singularity or condition of matrix being ill, a damping factor a was introduced to adjust the value of plastic consistent parameter automatically during the iterations. According to the algorithm, the nonlinear finite element program was complied and its numerical example was calculated. The numerical results indicate that this method converges very fast for both small load steps and large load steps. Compared with those results obtained by analysis and experiment, the predicted ultimate bearing capacity from the proposed method is identical.

Residual-based a posteriori error estimates for symmetric conforming mixed finite elements for linear elasticity problems

A posteriori error estimators for the symmetric mixed finite element methods for linear elasticity problems with Dirichlet and mixed boundary conditions are proposed. Reliability and efficiency of the estimators are proved. Numerical examples are presented to verify the theoretical results.