连续箱梁桥中跨合龙段劲性骨架优化设计

结合某连续箱梁桥悬臂施工实践,对中跨合龙段劲性骨架设置和受力进行了分析,推导了劲性骨架设计的理论计算公式,并分析了劲性骨架刚度大小对桥梁整体结构的影响。     

从氯化铅渣中回收铅铋的研究

本文以柿竹园有色金属矿粗铋火法精炼、气化除铅产出的铅渣为原料，在常压下采用氯化钠水溶液进行浸出处理，有效地分离了铅和铋，并将铅制成了化工产品黄丹及硫酸铅     

A finite volume–finite difference method with a stiff ordinary differential equation solver for advection–diffusion–reaction equation

A model for atmospheric pollutant transport is proposed considering an advection–diffusion–reaction equation. A splitting method is used to decouple the advection, diffusion and reaction parts. A scheme based on finite volume, finite difference and backward differentiation formula is used for solving an atmospheric transport-chemistry problem.     

A class of generalized trapezoidal formulas for the numerical integration of

The classical arithmetic mean (AM) trapezoidal formula is known to be A-stable. Recently, Chawla and Al-Zanaidi [1] described a modified arithmetic mean (MAM) trapezoidal formula which is L-stable. In the present paper we introduce a one-parameter family of generalized trapezoidal formulas (GTFs), which include both the AM and MAM trapezoidal formulas as special cases. A GTF can switch from an A-stable to an L-stable method depending on parameter values, and it is shown to perform, for certain selections of the parameter values, better than AM and MAM formulas for the integration of examples of the stiff systems considered.     

Note on filon-type integration for higher order exponential time differencing methods in stiff systems

The Filon-type quadrature is efficient for highly oscillatory functions — Fourier transforms. Based on Cox and Matthews’ ETD schemes, the higher order single step exponential time differencing schemes are presented based on the Filon-type integration and the A-stability of the two-order Adams-Bashforth exponential time differencing scheme is considered. The effectiveness and accuracy of the schemes is tested. Foundation item: Projects(02JJY2006, 03JJY2001) supported by Natural Science Foundation of Hunan Province; project supported by JSPS Fellowship Research Program     

基于IMEX的织物动态仿真的近似解法

织物在空间运动的刚性特征始终是困扰织物动态仿真的难题．显式方法简单灵活，易于实现，但受稳定因素影响，无法实现具有刚性特征的织物动态模拟；隐式方法稳定性好，却忽略了非线性因素，而且计算复杂，直接影响到仿真的最终结果和实际效率．针对这一问题，提出了基于隐式一显式的近似解法，该方案从系统受力形变的非线性特征出发，将质点受力分为线性和非线性两部分，线性部分采用隐式解法，非线性部分利用显式解法，线性方程组的求解则运用近似解法．实验结果表明，该方法兼具两种方法的优点，既保留了隐式方法的稳定性，又充分利用了显式方法的简易性处理非线性特征，从而从真正意义上解决织物仿真中的刚性问题．     

关于压铸过程中飞边产生及其防治的研究

作者通过对压铸过程的分析 ,总结了产生飞边的各种原因 ,重点分析了刚度和热应力对飞边的影响 ,并指出了相应的防治措施和对压铸模CAE的方法 ,对压铸模设计和压铸生产过程的优化具有一定的实际指导意义。     

A projection method for the numerical solution of linear systems in separable stiff differential equations

This paper deals with the efficient implementation of implicit methods for solving stiff ODEs, in the case of Jacobians with separable sets of eigenvalues. For solving the linear systems required we propose a method which is particularly suitable when the large eigenvalues of the Jacobian matrix are few and well separated from the small ones. It is based on a combination of an initial iterative procedure, which reduces the components of the vector error along to the nondominant directions of J and a projection Krylov method which reduces the components of the vector error along to the directions corresponding to the large eigenvalues. The technique solves accurately and cheaply the linear systems in the Newton's method, and computes the number of stiff eigenvalues of J when this information is not explicitly available. Numerical results are given as well as comparisons with the LSODE code.     

采空区煤柱-顶板系统失稳的力学分析

基于温克尔假设，将坚硬顶板视为弹性板（突破将坚硬顶板视为弹性梁的传统思想），将煤柱等效为连续均匀分布的支撑弹簧，从而形成煤柱-顶板相互作用系统.同时，将煤柱视为应变软化介质，采用近似的Weibull分布描述它的损伤本构模型，依据板壳理论和非线性动力学理论对采空区煤柱-顶板系统失稳机理进行了研究，得出了系统失稳的突变机制，并给出了系统失稳的数学判据和力学条件.最后以马脊梁矿为工程实例进行分析，结果表明,理论分析与工程实测数据吻合颇好.     

增广矩阵法的改进算法及程序实现

介绍了一种改进的增广矩阵法和主要的程序流程图，可用于线性控制系统的数字仿真，特别适用于病态系统。仿真结果表明，该法仿真精度比四阶龙格一库塔法提高二个数量级。