一种降低OFDM系统峰均功率比的PTS改进方法

本文对部分传输序列降低OFDM系统高的峰均功率比的方法进行了改进,该方法是在PTS系统中将原始信号分割成若干个子块之后,在每个子块进行快速傅里叶逆变换之前对每个子块都乘以一个预编码矩阵,该预编码矩阵由离散哈特莱变换矩阵构成。理论分析和仿真结果表明改进PTS方法比现有PTS方法有明显效果,达到了进一步降低峰均功率比的目的。     

Predicting the dynamic behavior of asphalt concrete using three-dimensional discrete element method

A user-defined three-dimensional(3D)discrete element model was presented to predict the dynamic modulus and phase angle of asphalt concrete(AC).The 3D discrete element method(DEM)model of AC was constructed employing a user-defined computer program developed using the "Fish" language in PFC3D.Important microstructural features of AC were modeled,including aggregate gradation,air voids and mastic.The irregular shape of aggregate particle was modeled using a clump of spheres.The developed model was validated through comparing with experimental measurements and then used to simulate the cyclic uniaxial compression test,based on which the dynamic modulus and phase angle were calculated from the output stress-strain relationship.The effects of air void content,aggregate stiffness and volumetric fraction on AC modulus were further investigated.The experimental results show that the 3D DEM model is able to accurately predict both dynamic modulus and phase angle of AC across a range of temperature and loading frequencies.The user-defined 3D model also demonstrated significant improvement over the general existing two-dimensional models.     

承压水体上开采底板岩层破断及渗流特征

以山西某煤矿承压水体上下组煤开采为工程背景,通过对煤层底板岩石进行全应力-应变渗透性试验及单裂隙渗透性试验,揭示了岩石应力-渗流耦合机理,获得了断裂面渗透系数的定量关系式;采用离散元流固耦合模拟方法,对承压水体上煤层开采底板岩层的应力状态及渗流特征进行模拟分析.结果表明:底板岩层"四带"中的渗透性均与水平应力密切相关,其中:直接底板受工作面矿压影响严重,岩层中的水平应力杂乱无章,破坏带厚度约13m;奥灰含水层顶部岩层为低围压区,容易形成奥灰水楔劈裂导升机理,导升带厚度为17m左右;底板中部层位受采动矿压及底板承压水直接影响相对较小,此带中水平应力自上而下呈递增状态,有效隔水层带厚度38m,是底板的关键阻水层.     

基于DWT的路面不平度模拟的研究

为了更好地模拟实测路面不平度,提出了基于DWT的FD过程路面不平度模型.与传统的AR模型相比,该模型模拟的等级路面不平度精度高且时间开销小.利用离散小波变换对FD过程去相关,并采用平稳或非平稳FD过程最大可能性估计,对实测路面不平度进行了模拟,结果表明:所模拟的路面不平度与实测路面不平度比较相近.     

基于离散单元法的人工骨材料微观结构研究

人工骨支架的孔隙率是影响体液在人工骨内部循环和细胞在内部生长能力的重要参数.利用离散单元法分析人工骨支架制备过程中羟基磷灰石微球的堆积过程,根据每一时刻各颗粒间的相互作用计算接触力,再运用牛顿第二定律计算单元的运动参数,从而实现对运动情况的预测.在颗粒的碰撞过程中,运动的颗粒必然趋于稳定,最终计算出稳定状态下人工骨支架的孔隙率和配位数.利用掺杂可溶解生物微球的方法调节人工骨支架的孔隙率和配位数,对人工骨支架孔隙率进行控制,实现了按照个体差异制备人工骨支架.对比前人晶格理论计算人工骨孔隙率的方法,验证了晶格理论的可行性,同时也体现了离散单元法的准确性.     

An ultrahigh strength steel produced through deformation-induced ferrite transformation and Q&P process

In this work,DIFT technology and Q&P process were combined in order to introduce ultrafine-grained ferrite into the matrix of martensite and retained austenite to develop a new kind of advanced high strength steel,and two kinds of steels were investigated by this novel combined process.The newly designed process resulted in a sophisticated microstructure of a large amount of ferrite(about 5 m in diameter),martensite and a considerable amount of retained austenite for TRIP 780 steel.The ultimate tensile strength can reach about 1200 MPa with elongation above 16% for TRIP 780,that is much higher than the one solely treated by Q&P process.Tensile tests showed that both steels with the novel combined process achieved a good combination of strength and ductility,indicating that the new process is promising for the new generation of advanced high strength steels.     

一种新的基于扰动动态补偿器的离散滑模控制策略

分析了采用传统扰动动态补偿离散趋近律系统存在的缺陷,提出了一种改进的扰动动态补偿离散趋近律,应用该趋近律设计的滑模控制,系统不仅可直接平滑地预测内部参数摄动与外部扰动,而且解决了采用传统扰动动态补偿离散趋近律系统运动最终不能趋于原点的问题,并减弱了系统趋近切换面的必要条件,具有降低抖动及保持快速趋近的品质。通过仿真说明了本文方法的可行性与有效性。     

The utilization of soft transformation and genetic algorithm to model two sources of uncertainty of Indicator Kriging

Indicator Kriging (IK) is a geostatistical method that uses observation points to quantify the probabilities at which a set of thresholds are exceeded at unmeasured points. To improve IK accuracy, the interpolation process should consider its uncertainty sources. By doing this, we also maintain its ability to provide the conditional cumulative distribution function (ccdf), which is a reliable measure of local uncertainty. This study modeled two IK uncertainty sources, i.e., measurement errors attached to observation points and subjective threshold choices. Soft Indicator Kriging (SIK), which uses a soft transformation for observation points, considers the measurement errors of these two sources. To select the thresholds objectively, a genetic algorithm (GA) was performed to obtain the optimum set of thresholds related to an objective function, which minimized the mean absolute error (MAE).     

基于Unscented变换的非线性状态平滑

众所周知, 平滑因可以使用更多的量测信息而能够获得比滤波更精确的状态估计. 为此, 本文提出一种面向非线性随机系统的状态平滑新算法. 首先, 基于最小方差估计理论, 提出了一种新颖的最优平滑器, 该平滑器为解决非线性状态平滑问题提供了一种通用的理论框架;接着, 采用Unscented变换(UT)来近似上述最优平滑框架中的平滑增益, 进而设计出一种次优平滑算法;最后, 相比传统扩展卡尔曼平滑器(EKS), 仿真结果验证了新算法的有效性和可行性.     

Numerical solution of the ‘classical’ Boussinesq system

We consider the ‘classical’ Boussinesq system of water wave theory, which belongs to the class of Boussinesq systems modelling two-way propagation of long waves of small amplitude on the surface of water in a horizontal channel. (We also consider its completely symmetric analog.) We discretize the initial-boundary-value problem for these systems, corresponding to homogeneous Dirichlet boundary conditions on the velocity variable at the endpoints of a finite interval, using fully discrete Galerkin-finite element methods of high accuracy. We use the numerical schemes as exploratory tools to study the propagation and interactions of solitary-wave solutions of these systems, as well as other properties of their solutions.