斜拉桥索力精确模拟的矩阵分析法

用ANSYS对斜拉桥进行建模时,需要输入初始索力,但ANSYS并没有直接提供施加初内力的方法,只能利用单元的生死特性、单元初应变或者温度荷载来模拟斜拉索索力。讨论了单次模拟法和循环迭代法存在的问题,提出了一种基于矩阵分析的方法;考虑斜拉索索力之间的相互影响,修改了循环迭代公式,能实现索力的精确模拟,并证明常规的循环迭代法只是矩阵分析法的特例。通过苏通大桥斜拉桥索力的精确模拟,验证了该方法的可行性,为以后类似问题的ANSYS二次开发提供了思路。     

NUMERICAL ANALYSIS FOR VIBRATION CONTROL OF BEAMS WITH ACTIVE CONSTRAINED LAYER DAMPING TREATMENTS

IntroductionThe conventional passive constrained layerdamping (PCLD) treatments[1～ 3] are applied tomachines and structures widely over the lastcentu-ry because they are reliable and simple,however,they are not intelligent. Once the damping treat-ments are installed,they can not be adjusted andcan not adapt themselves to changeable environ-ment.Recently,active damping has received in-creasing attention in the aeronautic and astronauticindustries because of its significant and adjustabledamp…     

连续梁桥车桥耦合振动分析的数值解法

将连续梁桥简化为二维的平面梁单元模型,车辆简化为五自由度二分之一车模型,分别建立车辆与桥梁振动方程;该方法以车轮接触处位移协调条件与相互作用力的平衡关系相联系,建立车辆与桥梁耦合振动方程,利用模态综合叠加法并结合Newmark-β积分格式进行迭代求解.通过本文数值解与解析方程的Runge-kutta法解进行对比,证明该方法确实有效可行.由于桥梁振动响应主要由若干低阶振动模态起控制作用,对于大跨度复杂桥梁,这就大大降低了矩阵的维数,提高了计算速度,且该方法对于不同类型桥梁具有很强的通用性.     

基于拟力法的框架结构静力推覆分析

传统静力推覆分析方法求解结构非线性变形需对结构整体刚度矩阵进行实时地合成与分解,该过程将占用大量计算资源.基于拟力法的纤维梁有限元分析方法进行静力推覆分析,在迭代求解结构非线性变形时,首先对弹性刚度矩阵进行分解,计算出侧向荷载作用下的弹性位移;然后通过反复调用弹性刚度矩阵的分解结果与弹性位移,减少回代计算量;最后采用算法时间复杂度理论定量对比了该方法与传统方法的计算效率,通过一榀八层钢筋混凝土框架结构数值算例,分析比较了两种方法的计算结果与算法时间复杂度. 结果表明:两种方法顶点位移-基底剪力曲线基本吻合,层间位移角与楼层之间的关系曲线也基本一致,两者的最大误差出现在第3层,为3.72%,与传统方法相比,基于拟力法的静力推覆分析方法算法时间复杂度降低了80%,计算效率至少是传统方法的5倍.      

大跨度钢管混凝土提篮拱桥地震反应分析

结合某大跨度钢管混凝土提篮拱桥的工程实例,采用有限元法建立其空间动力计算模型,考虑了剪切变形的影响,通过M法原理模拟了地基与基础的相互作用,用子空间迭代法分析了动力特性,并分别应用反应谱法和考虑几何及材料双重非线性的时程分析法分析了该拱桥的地震反应,并对2种方法的计算结果进行了比较.     

Novel Chaotic Fragile Watermarking Algorithm for Image Authentication

Taking full advantage of the randomicity of chaotic system and its extreme sensitivity to the initial value, a new chaotic fragile watermarking algorithm is proposed. In the algorithm, the location key is looked as a logistic chaotic initial value for iteration to create a location matrix. According to this location matrix, a mapping image is generated and the embedding location of watermarking in image blocks is identified. Then, the watermarking sequence, which is related with the mapping image blocks and generated by H6non chaotic map, is embedded into the least significant bit (LSB) of the corresponding location in each block. Since the image content and watermarking are staggered, the algorithm has a higher security. Simulation results showed that the algorithm can detect and locate the tamper in watermarked images with an accuracy of 2 x 2 block pixels. At the same time, the watermarking images has good invisibility, and the original image is not required when extracting watermarking.     

基于响应面法的连续刚构桥梁体系可靠度分析

为了解决分析桥梁结构可靠度时功能函数不存在显式的问题,在现有响应面法的基础上,提出了改进的响应面法;利用有限元软件,对某高墩大跨连续刚构进行了受力分析;选取压应力、拉应力和稳定性失效3类失效模式,在改进的响应面法基础上,利用编程软件MATLAB,实现连续刚构桥梁体系可靠度的计算.算例分析表明,该方法迭代次数少,效率较高,可实现连续刚构桥功能函数重构和体系可靠度计算.     

量子漂移扩散模型解的指数衰减

研究了量子漂移扩散模型解的指数衰减．该模型来自于量子流体动力学模型,是一个非线性四阶抛物型偏微分方程组,由于比较原理对于四阶偏微分方程不再成立,进而最大模估计成为本质困难．利用熵函数的方法,结合差分法,能量估计,梅造差分方程解的迭代．从而在时间增大时,得到解在L^1意义下以指数速度衰减到常定态．     

赫章特大桥动力特性及风致抖振响应分析

赫章特大桥是一座超高墩的混凝土连续刚构桥,最高墩达到197m,为研究该桥的抗风能力,采用ANSYS10.0建立最大悬臂施工阶段和成桥阶段的有限元模型,并研究动力特性,采用修正傅里叶谱法生成脉动风速时程,基于准定常理论,计算作用在模型上的抖振力时程,由时程分析法分别计算最大悬臂阶段和成桥阶段抖振时域响应。     

Pulsed eddy current signal denoising based on singular value decomposition

The noise as an undesired phenomenon often appears in the pulsed eddy current testing (PECT) signal, and it is difficult to recognize the character of the testing signal. One of the most common noises presented in the PECT signal is the Gaussian noise, since it is caused by the testing environment. A new denoising approach based on singular value decomposition (SVD) is proposed in this paper to reduce the Gaussian noise of PECT signal. The approach first discusses the relationship between signal to noise ratio (SNR) and negentropy of PECT signal. Then the Hankel matrix of PECT signal is constructed for noise reduction, and the matrix is divided into noise subspace and signal subspace by a singular valve threshold. Based on the theory of negentropy, the optimal matrix dimension and threshold are chosen to improve the performance of denoising. The denoised signal Hankel matrix is reconstructed by the singular values of signal subspace, and the denoised signal is finally extracted from this matrix. Experiment is performed to verify the feasibility of the proposed approach, and the results indicate that the proposed approach can reduce the Gaussian noise of PECT signal more effectively compared with other existing approaches.     

位场向下延拓系数矩阵性质及Barzilai-Borwein向下延拓法

位场的向下延拓不仅仅能够提高地球物理数据解释的可靠性，在导航方面也有着重要的作用. 为了进一步提高计算精度和速度，提出了位场向下延拓的Barzilai-Borwein （BB）法. 首先证明了位场向下延拓的系数矩阵为对称的双重Toeplitz系统矩阵（block-Toeplitz-Toeplitz-block，BTTB）；其次，假定该系数矩阵为正定的条件下，采用BB法迭代求解下延方程组，并约束其迭代步长确保算法收敛；最后，分别通过理论模型无噪声数据和实际资料对BB法进行检验，并与积分迭代法进行对比. 结果表明:理论模型验证时，同一收敛精度条件下，BB法的计算速度是积分迭代法的2倍以上；实际资料检验时，在相同计算次数下，BB法与积分迭代法的平均相对误差分别为6.1%与7.7%.      

独塔斜拉与连续刚构组合桥梁动力特性及参数影响分析

为分析国内首座独塔斜拉连续刚构组合结构体系铁路桥梁的动力特性,以Midas/Civil 2006为平台,介绍其空间有限元模型的建模策略;采用子空间迭代法对这种独特的组合体系进行动力特性分析,给出了前10阶频率和相应的振型;同时,分别计算了恒载集度和弹性模量2种主要结构参数变化对动力特性的影响,并对其规律作出了讨论分析。计算结果表明:斜拉刚构组合结构振动特性兼有斜拉桥和刚构桥的特点,受恒载集度和弹性模量等结构参数变化影响较大。     

Angle Estimation in Monostatic MIMO Radar with Low-Complexity Beamspace Unitary ESPRIT

A low-complexity angle estimation method for multiple-input multiple-output (MIMO) radar using beamspace unitary estimation of signal parameters via rotational invariance techniques (ESPRIT) is presented. Reduced-dimensional transformation is firstly utilized as a pre-processing to obtain the reduced-dimensional data matrix, and then a conjugate centrosymmetric discrete Fourier transform (DFT) matrix is employed to map the received data into lower-dimensional beamspace and transforms the complex covariance matrix into a realvalued one. At last, the rotational invariance structure of the real-valued signal subspace is constructed in the beamspace to obtain the estimation of direction of arrival (DOA). Compared with the other ESPRIT algorithms, the proposed method can achieve improved estimation performance with a significantly reduced computational complexity. Simulation results are presented to demonstrate the effectiveness of the proposed method.     

A New Explicit Algorithm for Bi-Phasic Mixture Flow in MIM

Metal injection moulding (MIM) is a new technology to manufacture small intricate parts in large quantity. Numerical simulation plays an important role in its development. To predict the specific segregation effect in MIM injection, mixture theory is adopted to model the injection flow by a bi-phasic model. This model conducts to the solution of two-coupled Stokes equations. It is an extremely computational consuming solution in the scope of the traditional algorithms, which induce a serious challenge to cost-effectivity of the MIM simulation. Referred to some methods proposed by Lewis in mono-phasic simulation and the implicit algorithms in MIM simulation, a new explicit algorithm is proposed and realized to perform efficiently this type of bi-phasic flow. Numerically this algorithm is devised to perform the simulation in a fully uncoupled manner except for a global solution of the pressure field in each time step. The physical coupling is taken into account in a sequential pattern by fractional steps. This special algorithm does not need any iteration, so it is straightforward and robust, suitable for MIM simulation and other sorts of simulations for multi-phasic flow.     

某超大跨度斜拉桥动力特性分析

摘要：为了研究某超大跨度半漂浮体系斜拉桥的动力特性,应用有限元软件ANSYS对该斜拉桥建立了空间有限元模型,采用子空间迭代法对该桥模型的模态进行求解,得到该斜拉桥的自振频率和振型。分析结果显示该超大跨度半漂浮体系斜拉桥具有基本周期长、自振频率较低、模态密集、振型相互耦合等特点。     

基于头脑风暴优化的PCNN路面裂缝分割算法

为提升裂缝检测的分割精度和鲁棒性,基于头脑风暴优化（brainstorming optimization,BSO）和脉冲耦合神经网络（pulse coupled neural network,PCNN）,提出了一种路面裂缝图像分割算法（BSO-PCNN）. 该算法采用最大熵准则作为BSO算法的适应度函数,并依据适应度值决定参与次轮迭代的个体;BSO具有强收敛性,可快速确定最优个体解;结合图像特征,获得PCNN模型的最优参数,将其代入PCNN模型实现对裂缝图像的分割. 试验结果表明:算法可在20次迭代内取得不同类型路面裂缝图像的最大适应值,从而确定最佳分割参数;与Sobel边缘检测算法、PCNN图像分割算法、基于最大熵的遗传算法（genetic algorithm based on the maximun entropy of the histogram,GA-KSW）、基于遗传算法参数优化的PCNN分割算法（genetic algorithm based on the pulse coupled neural network,GA-PCNN）相比,BSO-PCNN算法取得了0.9924的区域一致性与0.0900的区域对比度.      

多品种供应的多供应商选择模型及分解算法

为解决供应链中多品种供应的多供应商选择问题，建立了以供应综合成本最低为目标函数、满足多个约束条件的组合优化模型．为解决求解的困难，采用变换分解算法，将原模型转换为整数规划问题．根据不同迭代方式，给出了2种基本运算步骤．在算例中运用模型和算法，得到了多物资供应环境下多供应商的最优任务分派．新方法克服了常规供应商的选择评价方法只针对单一物资供应过程和面向单一供应商选择过程的局限性．     

Engineering design optimization based on intelligent response surface methodology

An intelligent response surface methodology （IRSM） was proposed to achieve the most competitive metal forming products, in which artificial intelligence technologies are introduced into the optimization process. It is used as simple and inexpensive replacement for computationally expensive simulation model. In IRSM, the optimal design space can be reduced greatly without any prior information about function distribution. Also, by identifying the approximation error region, new design points can be supplemented correspondingly to improve the response surface model effectively. The procedure is iterated until the accuracy reaches the desired threshold value. Thus, the global optimization can be performed based on this substitute model. Finally, we present an optimization design example about roll forming of a ＂U＂ channel product.     

基于一元三次方程求解的地心坐标至大地坐标的严密变换

基于一元三次方程的求解,给出了地心坐标向大地坐标转换的严密计算公式,并用算例说明了其正确性。本文提出的方法完全可以替代现有的以数值迭代计算为基础的转换方法。     

用超声瑞利波研究延性启裂

利用超声瑞科波和 GB2038-80对16Mn 钢进行了延性断裂韧性试验.结果表明,将超声瑞利波探测裂纹的强度法和时延法结合起来,采用脉冲回波重合法,确定的启裂韧性 J_(Ic)更能反映真实情况.同时,根据试验过程超声瑞利波行为的变化特征,还可提供有关裂尖区的屈服状态和裂尖钝化扩展机制的信息.