考虑全局资源闲置成本的分布式RCMPSPTT

在考虑资源转移时间的分布式多项目调度问题中,增加考虑资源闲置成本,对于多项目共享资源的协调决策具有重要影响.基于多Agent系统建立以单项目完工时间为优化目标的局部调度模型,并采用遗传算法求解初始局部调度计划;同时考虑项目延期成本、全局资源转移成本和闲置成本,以多项目总成本为优化目标建立全局协调决策模型,设计基于贪婪转移策略的序贯博弈谈判机制协调全局资源的分配和转移,并根据协调结果调整单项目局部进度计划;以MPSPLIB问题集开展实验研究.研究结果表明:协调时考虑全局资源闲置成本能更好的协调全局资源的分配和转移;与无博弈随机分配和转移的协调机制相比,基于贪婪转移策略的序贯博弈谈判机制可以有效地降低多项目总成本.     

生态退杨对洞庭湖湿地景观格局变化影响研究

对比“生态退杨”政策实施前后洞庭湖湿地景观格局变化，综合分析洞庭湖区景观格局总体变化特征，为洞庭湖的景观格局优化提供科学依据。     

密闭腔室内爆炸效应的数值模拟

为研究密闭腔室内爆炸效应的特性,采用有限元计算方法,对某密闭腔室内中心装药爆炸后流场的产生、传播和壳体动态响应全过程进行了数值研究. 从物理建模、网格划分、求解文件建立和计算结果分析等几个方面进行了较为详细的论述. 计算结果给出了密闭腔室内自由场几个观察点的压力时程曲线、腔室壁面上几个观察点的爆炸载荷压力曲线. 研究结果可以为公共场所等大型建筑物内爆炸效应研究以及结构强度设计提供理论依据.     

多载荷作用下动涡旋盘应力和变形研究

利用NX建立动涡旋盘的三维实体模型,运用有限元法研究了动涡旋盘在气体载荷、温度载荷下的应力与变形;并对气体载荷以及温度载荷耦合作用下的动涡盘应力和变形进行了研究;仿真结果表明,温度载荷作用下,最大应力和变形发生在涡旋齿齿头部位;气体载荷作用下,最大变形在啮合点处,最大应力在涡旋齿中心及尾部;耦合作用下在端板与涡旋齿连接处产生最大应力,在涡旋齿中心及尾部位产生了最大变形。     

基于图像的虚拟光影技术研究热点

 基于图像的虚拟光影技术是直接改变图像场景中物体的光影效果或者估计场景光照，在光影维度对图像进行增强，并保留图像物体的视觉特征。从光影效果迁移、虚实光照融合两个方面盘点了虚拟光影技术的重要研究成果，展望了该领域关键技术的发展趋势。     

Flow and heat transfer behaviour of nanofluids in microchannels

Flow and heat transfer of aqueous based silica and alumina nanofluids in microchannels were experimentally investigated. The measured friction factors were higher than conventional model predictions at low Reynolds numbers particularly with high nanoparticle concentrations. A decrease in the friction factor was observed with increasing Reynolds number, possibly due to the augmentation of nanoparticle aggregate shape arising from fluid shear and alteration of local nanoparticle concentration and nanofluid viscosity. Augmentation of the silica nanoparticle morphology by fluid shear may also have affected the friction factor due to possible formation of a core/shell structure of the particles. Measured thermal conductivities of the silica nanofluids were in approximate agreement with the Maxwell-Crosser model, whereas the alumina nanofluids only showed slight enhancements. Enhanced convective heat transfer was observed for both nanofluids, relative to their base fluids (water), at low particle concentrations. Heat transfer enhancement increased with increasing Reynolds number and microchannel hydraulic diameter. However, the majority of experiments showed a larger increase in pumping power requirements relative to heat transfer enhancements, which may hinder the industrial uptake of the nanofluids, particularly in confined environments, such as Micro Electro-Mechanical Systems (MEMS).     

基于Bernstein多项式的SISO三层前向神经网络的设计与逼近

利用一元Bernstein多项式在相邻等距剖分点的差值和Sigmodial转移函数性质设计单输入单输出(single input single output, SISO)三层前向神经网络,并给出选取连接权和阈值的方法。此外,依据一元Bernstein多项式逼近连续函数定理证明SISO三层前向神经网络对连续函数也具有逼近性,进而通过实例获得该网络的一种输入输出解析表达式。     

Microstructure investigation and multicolor upconversion in Yb~(3+)/Ln~(3+)(Ln=Er/Tm/Ho) ions doped α-Sialon

Yb~(3+)/Ln~(3+)(Ln=Er/Tm/Ho)-α-sialon ceramics were fabricated by hot press sintering technique.Their microstructure and luminescent properties were studied by XRD,EDS,HRTEM and photoluminescence measurements.The results showed that the sintered ceramics consisted ofα-Sialon with a trace amount ofβ-Sialon phase.The frequency upconversion and downconversion properties of Yb~(3+)/Ln~(3+)(Ln=Er/Tm/Ho)-α-Sialon ceramics were investigated under 980 nm low-power excitation.The different concentrations of Yb~(3+)/Ln~(3+)(Ln=Er/Tm/Ho)produced multicolor emissions characteristics of each Ln~(3+)ion as a result of the energy transfer from Yb~(3+)to Er~(3+),Tm~(3+)and Ho~(3+)ions.The EDS spectra measurements and mappings showed that the Ln~(3+)ions were well incorporated in theα-Sialon matrix.Temporal evolution of the emission decay behavior has been investigated to understand the energy transfer mechanism.     

厚规格钢板差厚轧制数值模拟与工艺研究

基于ABAQUS有限元软件,采用显式动力学算法对厚规格钢板三维常规轧制与差厚轧制热力耦合过程进行模拟仿真,获得差厚轧制变形区金属流动与应力、应变分布规律,研究常规轧制与差厚轧制在轧制过程中轧制力与轧制力矩的变化规律,分析差厚轧制对于轧制过程钢板咬入条件的改善.差厚轧制试验结果表明,制定合理的差厚轧制工艺,可以克服厚板坯轧制时的咬入限制,减小头部冲击造成的力矩峰值的影响,增加厚规格钢板心部变形的渗透,在一定程度上可以改善变形均匀性和组织均匀性.     

内嵌CFRP板条加固损伤预应力混凝土梁抗弯性能

为研究超载状态下内嵌CFRP板条加固损伤预应力钢筋混凝土梁的抗弯性能,对6根预应力钢筋混凝土梁进行了抗弯试验.研究了损伤加固梁的破坏形态、加固梁的承载能力和刚度,探讨了超载重复次数、超载幅值和负载加固对梁抗弯性能的影响.试验结果表明:与未加固梁相比,加固后梁的承载能力和抗弯刚度显著提高,极限承载力提高幅度在7%~15%之间;超载重复次数、超载幅值和负载加固对加固梁的极限承载力影响较小;超载幅值和负载加固影响加固梁的刚度;建立的承载力计算公式合理,与试验结果相符.