共查询到20条相似文献,搜索用时 125 毫秒
1.
2.
3.
4.
曲梁单元和它的收敛率 总被引:2,自引:0,他引:2
本文给出了拟协调曲梁和扁曲梁单元.数值结果表明,用于近似曲梁的拟协调曲梁和扁曲梁单元较直梁单元具有更好的精度.由位移法构造的曲梁单元不能够满足刚体位移条件,为了近似地满足刚体位移条件必须用很多的单元.本文证明了直梁单元、拟协调曲梁和扁曲梁单元,当单元尺寸无限缩小时,具有相同的收敛速度O(l~2),当使用均匀网格时,其中l是单元的长度. 相似文献
5.
讨论位移方程组(A α_jI)x(α_j)=b(α_j,x(α_i)),(i相似文献
6.
7.
提出了一种分析一般起升机构吊重轨迹偏差的系统化方法.通过系统平衡方程与协调条件建立了系统位移、钢丝绳拉力等参数所满足的一阶微分方程.详细讨论了方程中涉及的各种变量的性质和计算方法,得到了空间滑轮公切点位移和速度、钢丝绳拉力方向及其变化率,给出了卷筒参数协调条件、系统绳长协调条件,并提出了一种求解空间滑轮角速度的方法.滑轮的转动方向决定了其两端拉力关系,然而微分方程求解过程中可逐步求得各滑轮角速度,所以针对双联卷筒单分支缠绕的系统,该方法解决了系统中有滑轮转动方向难以确定的问题.这些问题的解决方法具有一定的普适性,对于一般起升机构的设计和分析有一定的参考价值. 相似文献
8.
有限变形的协凋条件在文献中常以Riemann-Christoffel张量等于零表达.水文应用Cesaro方法和作者的非线性应变-转动张量分解定理证明上述条件仅是必要的,尚不充分保证位移场的单值性与连续;文中导出新的一般有限变形的位移协调条件.当应变与转动微小时,它化为Saint-Venant方程. 相似文献
9.
针对有限元分析中对应力或内力有指定条件的问题,引入非弹性应变作为实现指定应力条件的附加未知量,在小变形条件下描述了指定应力条件应当满足的弹性力学控制方程;以位移和未知非弹性应变作为独立变量建立了具有指定应力条件问题的势能变分原理和虚功方程;以位移、弹性应变、未知非弹性应变和应力为独立变量,建立了一个含四类变量的广义变分原理.在基于变分原理得到的桁架单元和梁单元平衡方程中,指定轴力和需要的调整量以对偶形式出现,可实现调整量已知情况下的常规受力分析,又可在轴力指定条件下获得需要的调整量;同时考虑了材料刚度和内力对结构的影响,改进了目前预应力筋模拟的等效荷载法和实体力筋法,还可用于拉索结构的索力优化和调整算法.通过拉索结构位移优化和索力调整的数值算例,验证了该文理论与算法的可行性及精度. 相似文献
10.
11.
12.
Based on a modified line search scheme, this paper presents a new derivative-free projection method for solving nonlinear monotone equations with convex constraints, which can be regarded as an extension of the scaled conjugate gradient method and the projection method. Under appropriate conditions, the global convergence and linear convergence rate of the proposed method is proven. Preliminary numerical results are also reported to show that this method is promising. 相似文献
13.
《数学季刊》2015,(3)
Conjugate gradient method is one of successful methods for solving the unconstrained optimization problems. In this paper, absorbing the advantages of FR and CD methods, a hybrid conjugate gradient method is proposed. Under the general Wolfe linear searches, the proposed method can generate the sufficient descent direction at each iterate,and its global convergence property also can be established. Some preliminary numerical results show that the proposed method is effective and stable for the given test problems. 相似文献
14.
15.
高压水射流作用下岩石破碎机理及过程的数值模拟研究 总被引:1,自引:0,他引:1
根据连续介质力学和有限元理论,给出了高压水射流破岩系统中流体和岩石的控制方程,并建立了相应的有限元列式.运用连续损伤力学和细观损伤力学理论,建立了适用于水射流破岩全过程分析的岩石损伤模型以及宏细观损伤的耦合模式.数值计算的结果较真实地反映了水射流破岩过程中,岩石的动态响应以及水射流动力学特性的演化过程,普通连续水射流破碎岩石主体所用的时间为毫秒量级,破岩的主要形式是卸载及射流冲击所产生的拉伸破坏,并呈“阶跃式”发展.数值计算与相关试验结果基本吻合,表明该分析方法是可行的,可用来指导高压水射流破岩理论的进一步研究及应用. 相似文献
16.
针对等式约束非线性最优控制问题,通过一阶Taylor级数展开,得到线性化的动力学方程,进而在方程原变量的基础上,引入对偶向量(Lagrange乘子向量),将动力学方程从Lagrange体系引入到了Hamilton体系,在全状态下,从一个新的角度对等式约束非线性控制问题进行了描述,进一步基于时程精细积分理论,对其方程进行了有效的精细求解,并通过算例说明了文中方法的有效性。 相似文献
17.
Abdellah Bnouhachem Muhammad Aslam Noor Mohamed Khalfaoui 《Applied mathematics and computation》2007,190(2):1691-1700
In this paper, we propose a modified descent-projection method for solving variational inequalities. The method makes use of a descent direction to produce the new iterate and can be viewed as an improvement of the descent-projection method by using a new step size. Under certain conditions, the global convergence of the proposed method is proved. In order to demonstrate the efficiency of the proposed method, we provide numerical results for a traffic equilibrium problems. 相似文献
18.
Peter Jochum 《Numerische Mathematik》1980,34(4):411-429
Summary The inverse Stefan problem can be understood as a problem of nonlinear approximation theory which we solved numerically by a generalized Gauss-Newton method introduced by Osborne and Watson [19]. Under some assumptions on the parameter space we prove its quadratic convergence and demonstrate its high efficiency by three numerical examples. 相似文献
19.
In the framework of the linearized shallow water equations, the homogenization method for wave type equations with rapidly oscillating coefficients that generally cannot be represented as periodic functions of the fast variables is applied to the Cauchy problem for the wave equation describing the evolution of the free surface elevation for long waves propagating in a basin over an uneven bottom. Under certain conditions on the function describing the basin depth, we prove that the solution of the homogenized equation asymptotically approximates the solution of the original equation. Model homogenized wave equations are constructed for several examples of one-dimensional sections of the real ocean bottom profile, and their numerical and asymptotic solutions are compared with numerical solutions of the original equations. 相似文献
20.
Jian Dong 《Mathematical Methods in the Applied Sciences》2020,43(15):9024-9045
We study a second-order central scheme for the shallow water flows with a discontinuous bottom topography based on modified hydrostatic reconstructions (HRs). The first HR scheme was proposed in Audusse et al, which may be missing the effect of the large discontinuous bottom topography. We introduce a modified HR method to cope with this numerical difficulty. The new scheme is well-balanced for still water solutions and can guarantee the positivity of the water depth. Finally, several numerical results of classical problems of the shallow water equations confirmed these properties of the new scheme. Especially, the new scheme yields superior results for the shallow water downhill flow over a step. 相似文献