部分应力杂交动力分析模型的混合变分原理

本文通过对具有单重卷积积分的二类变量的Ｇｕｒｔｉｎ型混合变分原理进行修正，采用“部分应力杂交”的概念，建立了线弹性动力分析 部分应力杂交变分格式，并在此基础上构造出时间有限元模型，这种模型对于分层复合板的动力分析尤其适用。     

动态焦散线实验方法及其在断裂力学中的初步应用

本文给出了静、动态的焦散线方程,和确定裂纹尖端位置、动应力强度因子K_1~d的计算公式,并证明了在裂纹扩张速度较低时,可用静态公式计算,还研究了带预裂纹的三点弯曲梁和圆环在冲击载荷下的断裂问题,得到了系列动态焦散线照片、裂尖位置和动应力强度因子随时间的变化曲线。     

单边自由的固支岩板黏弹性行为分析及其应用

利用黏弹性理论对单边自由的固支岩板的黏弹性力学行为进行了分析研究，重新导出了相空间中黏弹性参数的变换关系式，并利用此式建立了单边自由的固支岩板的广义Kelvin黏弹性分析格式，将其应用于某层状岩体洞室顶板的变形特性分析．计算表明，其与实际勘察结果比较接近，可供工程实际应用参考．     

NEW METHOD FOR LOW ORDER SPECTRAL MODEL AND ITS APPLICATION

In order to overcome the deficiency in classical method of low order spectral model, a new method for low order spectral model was advanced. Through calculating the multiple correlation coefficients between combinations of different functions and the recorded data under the least square criterion, the truncated functions which can mostly reflect the studied physical phenomenon were objectively distilled from these data. The new method overcomes the deficiency of artificially selecting the truncated functions in the classical low order spectral model. The new method being applied to study the inter-annual variation of summer atmospheric circulation over Northern Hemisphere, the truncated functions were obtained with the atmospheric circulation data of June 1994 and June 1998. The mechanisms for the two-summer atmospheric circulation variations over Northern Hemisphere were obtained with two-layer quasi-geostrophic baroclinic equation.     

裂隙岩体损伤局部化破坏分岔模型及其应用

采用概率统计方法分析节理裂隙岩体的几何特征,定义了反映裂隙岩体几何特征的组构张量．基于不可逆热力学理论,通过裂纹扩展的细观分析,得出了损伤的发展机理和演化方程,把损伤演化和裂隙的几何特征的变化联系起来,建立了弹塑性损伤本构关系．为分析含有节理裂隙岩体在发生局部化破坏时的特征,通过对发生局部化时的裂隙岩体的分析。构造了适用于节理裂隙岩体局部化分析的不连续分岔模型．利用非线性规划数值解法,可以得出局部化破坏的方向特征．在有限元方法中,根据该模型给出了节理裂隙岩体相关的算例,分析表明该模型用于分析裂隙岩体的局部化破坏是有效的．     

COMPARISON OF ANALYTICAL SOLUTIONS FOR CMSMPR CRYSTALLIZER WITH QMOM POPULATION BALANCE MODELING IN FLUENT

Fluent version 6.2 computational fluid dynamics environment has been enhanced with a population balance capability that operates in conjunction with its multiphase calculations to predict the particle size distribution within the flow field. The population balance is solved by the quadrature method of moments （QMOM）. Fluent＇s prediction capabilities are tested by using a 2-dimensional analogy of a constantly stirred tank reactor with a fluid flow compartment that mixes the fluid quickly and efficiently using wall movement and has a feed stream and a product stream. The results of these Fluent simulations using QMOM population balance solver are compared to steady state analytical solutions for the population balance in a stirred tank where 1） growth, 2） aggregation, and 3） breakage, take place separately and 4） combined nucleation and growth and 5） combined nucleation, growth and aggregation take place. The results of these comparisons show that the moments of the population balance are accurately predicted for nucleation, growth, aggregation and breakage when the flow field is turbulent. With laminar flow the mixing is not ideal and as a result the steady state well mixed solutions are not accurately simulated.     

非等距时间序列的灰色预测模型及其在蠕变断裂中的应用

本文给出了非等距时间序列的灰色预测模型。讨论了该模型的灰色预测平面和最优预测函数，最后将该模型应用于符合Ｂｕｒｇｅｒｓ模型的石膏材料的蠕变断裂，并验证了该方法的可行性。     

流体饱和下高孔隙率储油砂岩力学特性及本构模型

通过对其力学实验结果的分析,以两种破坏理论对油及水饱和下大孔隙率储油砂岩的破坏特征进行了解释,并应用塑性力学的盖帽模型建立了油及水饱和下大孔隙率储油砂岩的本构模型,并应用非线性有限元法进行了数值试验,结果表明,该文提出的模型与实验资料吻合良好,且能较好地模拟大孔隙率砂岩的几种破坏机理及模拟注水采油引起的砂岩附加沉降.     

K-L法在结构模型降阶及辨识中的应用

模型辨识时,常需要对结构进行降阶处理,以减少辨识参数,降低计算难度,通过K-L(Karhunen-Loeve)特征值提取的方法对结构模型进行降阶,并通过最小二乘法辨识出降阶后系统的模态参数,可以大大减少辨识参数,降低计算复杂性;最后对一简支梁进行了数值仿真,得到一个3阶模型,辨识出简支梁的固有频率和模态阻尼比与解析解很接近。     

STRUCTURAL DAMAGE MODEL OF UNSATURATED EXPANSIVE SOIL AND ITS APPLICATION IN MULTI-FIELD COUPLE ANALYSIS ON EXPANSIVE SOIL SLOPE

Focused on the sensitivity to climate change and the special mechanical characteristics of undisturbed expansive soil, an elastc-plastic damage constitutive model was proposed based on the mechanics of unsaturated soil and the mechanics of damage. Undisturbed expansive soil was considered as a compound of non-damaged part and damaged part. The behavior of the non-damaged part was described using non-linear constitutive model of unsaturated soil. The property of the damaged part was described using a damage evolution equation and two yield surfaces, i.e., loading yield (LY) and shear yield (SY). Furthermore, a consolidation model for unsaturated undisturbed expansive soil was established and a FEM program named UESEPDC was designed. Numerical analysis on solid-liquid-gas tri-phases and multi-field couple problem was conducted for four stages and fields of stress, displacement, pore water pressure, pore air pressure, water content, suction, and the damage region as well as plastic region in an expansive soil slope were obtained.     

AN HLLC SCHEME FOR THE SEVEN-EQUATION MULTIPHASE MODEL AND ITS APPLICATION TO COMPRESSIBLE MULTICOMPONENT

针对Saurel和Abgrall提出的两速度两压力的七方程可压缩多相流模型,改进了其数值解法并应用于模拟可压缩多介质流动问题．在Saurel等的算子分裂法基础上,根据Abgrall的多相流系统应满足速度和压力的均匀性不随时间改变的思想,推导了与HLLC格式一致的非守恒项离散格式以及体积分数发展方程的迎风格式．进一步,通过改变分裂步顺序,构造了稳健的结合算子分裂的三阶TVD龙格一库塔方法．最后通过几个一维和二维高密度比高压力比气液两相流算例,显示了该方法在计算精度和稳健性上的改进效果．     

VERIFICATION OF SMOM AND QMOM POPULATION BALANCE MODELING IN CFD CODE USING ANALYTICAL SOLUTIONS FOR BATCH PARTICULATE PROCESSES

For many processes of industrial significance, due to the strong coupling between particle interactions and fluid dynamics, the population balance must be solved as part of a computational fluid dynamics （CFD） simulation. In this work, a CFD based population balance model is tested using a batch crystallization reactor. In this CFD model, the population balance is solved by the standard method of moments （SMOM） and the quadrature method of moments （QMOM）. The results of these simulations are compared to analytical solutions for the population balance in a batch tank where 1） nucleation, 2） growth, 3） aggregation, and 4） breakage are taking place separately. The results of these comparisons show that the first 6 moments of the population balance are accurately predicted for nucleation, growth, aggregation and breakage at all times.     

热液体动力扭带清洗动力学及其工程应用

为了解决传统扭带存在自转动力矩弱和传热强化幅度低的问题,研究入口反旋斜齿扭带的动力学理论,方法是将总动力矩分解为虚拟的光滑扭带动力矩和虚拟光滑扭带下的螺旋液流对斜齿的冲推力矩之和,运用动量矩定理分析建立了动力矩计算式．以此式指导结构优化和工程应用,使自转动力矩和传热系数均比传统扭带有了成倍提高,设备总阻力仍然在工程许可范围内,成为可以广泛应用于较低流速下自动清洗防垢与高效强化传热的新元件．     

NON-LINEAR DYNAMIC MODEL RETRIEVAL OF SUBTROPICAL HIGH BASED ON EMPIRICAL ORTHOGONAL FUNCTION AND GENETIC ALGORITHM

Aiming at the difficulty of accurately constructing the dynamic model of subtropical high, based on the potential height field time series over 500 hPa layer of T106 numerical forecast products, by using EOF(empirical orthogonal function) temporal-spatial separation technique, the disassembled EOF time coefficients series were regarded as dynamical model variables, and dynamic system retrieval idea as well as genetic algorithm were introduced to make dynamical model parameters optimization search, then, a reasonable non-linear dynamic model of EOF time-coefficients was established. By dynamic model integral and EOF temporal-spatial components assembly, a mid-/long-term forecast of subtropical high was carried out. The experimental results show that the forecast results of dynamic model are superior to that of general numerical model forecast results. A new modeling idea and forecast technique is presented for diagnosing and forecasting such complicated weathers as subtropical high.     

钢筋混凝土平面杆件非线性分析模型及其应用

本文提出了五区段变刚度单元模型,连续五区段变刚度单元模型,并将其应用于钢筋混凝土平面高层结构的非线性地震反应计算。     

链轮驱动系统的多刚体建模及分析

采用多刚体方法对链条链轮系统的驱动过程进行了建模和动力学分析．链节看作刚体,链轮看作等边刚性多边形,辊子看作两个链节之间的旋转副．啮合约束当作可变约束处理,当啮合力为正时,链节和链轮之间是固定约束,当力变负时,链节脱离链轮．利用龙格库塔法求解系统的拉格朗日方程．最后计算并分析了不同工况下的驱动过程,解释了系统的锁死现象,并进一步分析了两种避免锁死的处理方法．     

柔性梁刚柔耦合碰撞动力学及变形传播研究

运用柔性多体系统刚柔耦合动力学理论,研究了作大范围回转运动柔性梁的碰撞动力学问题.考虑柔性梁的横向变形,以及横向变形引起的纵向缩短项即非线性耦合变形项.采用基于Hertz接触理论及非线性阻尼理论的非线性弹簧阻尼模型来求解碰撞过程中产生的碰撞力,运用第二类拉格朗日方程建立了系统的刚柔耦合碰撞动力学方程.编制仿真软件进行动力学仿真计算,得到了碰撞力和系统动力学响应,对比分析了不同动力学模型对系统动力学响应的影响.同时研究了碰撞导致的柔性梁横向变形传播的波动特性.