多点多板多分型面注塑模具的简化设计

应用锁扣装置、组合拉杆结构，减少导柱数量，简化了多点多板多分型面注塑模具的设计。     

基于改进的简化粒子群聚类算法

针对粒子群算法后期收敛速度慢、易陷入局部极值的缺点,提出一种基于粒密度和最大距离积法的简 化粒子群聚类算法.通过采用线性递减与随机分布相结合的惯性权重策略、添加极值扰动算子、优化粒子个体最优位置,使粒子群算法能够快速收敛于全局最优.再把改进后的粒子群算法与K-means算法相结合,解决K-means算法因随机初始聚类中心而导致聚类效果差、不稳定等问题.通过实验分析,该算法的聚类结果准确率更高、收敛速度更快、稳定性更强.     

未知动态环境下非完整移动群机器人围捕

针对未知动态障碍物环境下非完整移动群机器人围捕,提出了一种基于简化虚拟受力模型的自组织方法.首先给出了个体机器人的运动方程,然后给出了未知动态环境下目标和动态障碍物的运动模型.通过对复杂环境下围捕行为的分解,抽象出简化虚拟受力模型,基于此受力模型,设计了个体运动控制方法,接着证明了系统的稳定性并给出了参数设置范围.不同情况下的仿真结果表明,本文给出的围捕方法可以使群机器人在未知动态障碍物环境下保持较好的围捕队形,并具有良好的避障性能和灵活性.最后分析了本文与基于松散偏好规则的围捕方法相比的优势.     

低层冷弯薄壁型钢房屋振动台试验及有限元分析

为研究低层冷弯薄壁型钢房屋在地震作用下的动力特性,对一个原大的三层冷弯薄壁型钢房屋模型进行了振动台模拟地震试验;根据试验结果分析了该结构体系在地震作用下的破坏特征和动力特性,应用有限元分析程序建立了简化模型,并对模型结构进行了计算分析;最后对该结构体系的研究方向和结构设计提出了建议。结果表明：位移反应的计算值与试验值吻合良好,该结构体系是一种理想的新型抗震结构体系。     

A simplified model of nitric oxide emission from a circulating fluidized bed combustor

A simplified mathematical model leading to a closed form of solution is developed for estimation of nitric oxide emission from a coal fired circulating fluidized bed (CFB) furnace. The furnace is divided into two sections: a lower section below and an upper section above the secondary air injection level. Reactions in the cyclone and the return leg are neglected. Furnace dimensions, coal feed rate, coal composition and furnace temperature are inputs to the model which was validated against several pilot scale and commercial units. Experimental results from two pilot plants and two commercial power plants agree with model predictions. A sensitivity analysis was carried out using the model to examine the effect of different operating parameters and coal properties on the overall NO emission from the furnace. It was found that excess air and furnace temperature are most important factors influencing the NO emission level. The primary to secondary air ratio influences the NO emission level reasonably. Properties of coal are other factors which affect the NO emission to a large extent. The model, though it invovles some simplification, predicts the overall emission of NO with a level of accuracy accepted in commercial operation.     

基于莱维飞行的改进简化粒子群算法

基于基本粒子群算法易陷入局部最优的不足,提出一种基于莱维飞行的改进简化粒子群算法LISPSO（An Improved and Simplified Particle Swarm Optimization algorithm based on Levy flight）。简化粒子群算法舍去更新公式中的速度项,仅由位置项控制其进化方向。在简化粒子群算法SPSO（Simplified Particle Swarm Optimization）的基础上,采用带有随机性的非线性递减惯性权重动态地更新每个粒子的位置。算法又融合了基于相似度及聚集度分析的莱维飞行。粒子与最优粒子间的相似度越高,或者粒子间的聚集度越高,则粒子利用莱维飞行来重新更新位置的概率也就越大,有效地帮助粒子逃离局部最优。利用matlab语言对11个测试函数进行算法仿真,结果表明,改进的算法在求解精度和收敛速度上有显著的改善。另外,将LISPSO算法应用于求解min-max-min问题,实验结果显示,改进算法在求解效果上明显优于其他对比算法。     

Research and Application of Dynamic Equation for Full Frontal Impact

Full frontal impact theory needs researching and exploring to satisfy the primary safety design of occupant restraint system,avoiding the increasingly "engineering"trend in order to develop and design safety vehicle. After occupant restraint system is simulated by using linear elastic stiffness k,the occupant-vehicle frontal rigid barrier impact model is established. Dynamic equation of dummy chest coupling vehicle is built for full frontal impact based on ordinary vehicle deceleration by Hooke law,and the equation is solved by comparing coefficient and satisfying boundary qualifications. While relative vehicle characteristic parameters are kept unchanging,the actual vehicle deceleration is fitted to the simplified equivalent square wave( ESW),tipped equivalent square wave( TESW) and equivalent dual trapezoids wave( EDTW). Phase angle  and amplitude A of dynamic equations based on ESW,TESW and EDTW are calculated and deduced. The results show that: the dynamic equation of dummy chest coupling vehicle can be well utilized to instruct the primary safety design of full frontal impact for objective vehicle to satisfy chest deceleration demands and the equation based on TESW is best for this design.     

四面受热时型钢混凝土柱的简化计算方法研究

高温作用下型钢混凝土柱的力学性能的有限元分析是进行其抗火性能设计研究的重要途径。基于型钢和混凝土材料在高温下的力学性能曲线,简化得到其计算模型,通过ABAQUS软件分析,研究了高温下型钢混凝土柱在不同时刻的温度场分布,根据分析得到的结果确定了柱截面等温曲线的位置,结合常温下型钢混凝土柱的计算公式对高温下的计算公式进行了研究,简化得到了高温下型钢混凝土柱极限承载力的计算公式,根据已有的试验资料对所推导型钢混凝土柱简化计算方法的正确性进行了分析,结果表明:利用文中简化的计算公式计算所得的型钢混凝土柱的弯矩值为865 kN,轴力值为132 kN·m,与其试验值具有一定的吻合度。     

Computer Simulation of the Process of Quenching Large-Size Parts in Water and Aqueous Solutions

DESPITE of the rapid development of computerfacilities and numerical methods of computing thestress-strain state of large-size parts,the accuracy ofcomputations is not sufficient because of the lack ofaccurate input data.For this reason,heat treatingengineers do not trust computations and are afraid ofquenching of large-size parts in water,in particular,when Bi—>°°.There are some causes of suchsituation:1)Because of inaccurate boundary conditions andincomplete information on mechanical p…     

基于正交分解技术的汽车非定常流场分析及重构

为有效开展汽车气动优化设计和主动流动控制技术,采用正交分解(Proper Orthogonal Decomposition,POD)技术分析汽车非定常流场中POD模态的物理意义,并利用重构技术建立汽车外流场瞬态简化模型.大涡模拟(Large Eddy Simulation,LES)仿真结果与实验结果的对比表明该仿真方法有效.POD分析结果表明:低阶模态主要对应分离泡的附着流动,包含流场中较高的能量;其他各个高阶模态含能相对较低,表征小尺度涡的作用.当保留前15阶POD模态时,通过重构技术可获得70%的原流场能量,得到的降阶模型可以较好地捕捉流动的特征.