爆炸荷载作用下影响RC梁破坏形态的主要因素分析

在冲击、爆炸等强荷载作用下，钢筋混凝土结构通常是发生弯曲破坏。室内外试验结果表明，当动荷载峰值较大、作用时间较短（脉冲荷载）时，钢筋混凝土结构易发生脆性的剪切破坏，其主要原因是脉冲荷载的高频成份丰富和加载速率高等特点容易激发结构构件中的剪切变形和剪 应力。本文基于Timoshenko梁理论，提出了一种爆炸荷载作用下钢筋混凝土梁破坏形态的有限差分预报方法，利用该方法分析了荷载加载速率、截面高度、混凝土强度、配筋率等对钢筋混凝土破坏形态的影响规律，并指出，随着荷载升压段加载速率、截面高度、主筋配筋率的增加或混凝土强度的降低，梁的破坏形态从弯曲破坏转变为剪切破坏。  

变阶梯结构自适应径向滑动轴承的研究

分析了变阶梯结构自适应径向滑动轴承膜压力的形成机理，并建立了二段油膜形耦合变形阶梯结构的流量控制方程，采用有限差分法交叉循环迭代求解了油压力的雷诺方程和变阶梯结构的流量控制方程，比较了设计参数对这咎径向滑动轴承的最小油膜厚度、压力分布、承载能力、摩擦阻力等性能和温升的影响，研究结果表明；合理地选择设计参数可以使得这种滑动轴承具有较好的润滑性能和承载特性。  

随动耦合变阶梯径向滑动轴承动力特征及稳定性的研究

用有限差分法循环迭代求解了随动耦合变阶梯结构径向滑动轴承油膜压力的雷诺方程和两阶段油膜耦合变阶梯结构的流量控制方程。在分析轴承油膜压力形成机量及静力特性的基础上，采用对位移和速度的小扰动法计算了轴承的动力特性系数，考察了运转参数对这种轴承承载特性、动力特性系数、等效刚度、界限涡动比以界限失稳转速的影响，结果发现合理地选择设计参数可以使这种轴承具有较好的静力特性、动力特性和稳定性。  

应用有限差分法的轴向流作用下叠层板的稳定性和模态分析

分析了轴向流作用下两端简支和固支叠层板的稳定性。基于势流理论建立轴向流作用下叠层板的流固耦合系统连续型运动方程,基于有限差分法建立了流场网格和结构网格统一的离散化格式,流场势函数用板的横向振动位移变量来表示,得到关于叠层板的横向振动位移变量的控制方程。求解控制方程的广义特征值,计算分析结果表明,两端简支和两端固支模型发生屈曲失稳,且得到了屈曲失稳临界速度与叠层板的层数和无量纲板间距的关系。此外,轴向流作用下叠层板的一阶模态并不是叠层板的同相弯曲模态。  

Two-way coupling of Eulerian–Lagrangian model for dispersed multiphase flows using filtering functions

Eulerian–Lagrangian approaches for dispersed multiphase flows can simulate detailed flow structures with a much higher spatial resolution than the Eulerian–Eulerian approaches. However, there are still unsolved problems regarding the calculation method for accurate two-way interaction, especially on the numerical instability due to the dispersion migration through discrete computational grids. Inadequate solvers sometimes produce false velocity fluctuation which makes the simulation unstable. In this paper, a new calculation method for dispersion-to-continuous phase interaction, which is accompanied by spherical dispersion migration, is proposed. The basic principle of the method is the introduction of Lagrangian filtering functions which convert discrete dispersion volume fractions to a spatially differentiable distribution. The performance of linear, Gaussian and sinewave filtering functions is examined by simple benchmark tests and applied to the simulation of dispersion-generated fluctuation. Using the present method, three-dimensional continuous phase flow structures induced by rising spherical bubbles and/or settling solid particles are demonstrated.  

NUMERICAL RESIDUAL ELIMINATION METHOD OF FINITE DIFFERENTIAL EQUATIONS

In this paper,a new elimination of finite differential equations has been discussed.It applies the numerical direct iteration to obtain the residual equations,in which the number of unknowns has been reduced greatly.The solution process is simple and efficient,and the solution is exact