Control of Wind-Induced Nonlinear Oscillations in Suspended Cables

In this paper, the along-wind and across-wind responses of suspended cables are studied. The mean wind direction is assumed to be perpendicular to the plane of the suspended cable. It is shown that the cable gallops in the across-wind direction, when the mean wind speed exceeds a critical wind speed. To control the galloping response, a vertical viscous damper, in the vertical plane of the cable, is introduced at a certain location on the cable to a near fixed platform such as a bridge deck. The efficiency of the vertical viscous damper and its location in controlling the galloping of the suspended cable is investigated.     

Perturbation analyses for the postbuckling of simply supported rectangular plates under uniaxial compression

In this paper, applving perturbation method to von Kármán nonlinear large deflection equations of plates by taking deflection as perturbation parameter, the posibuckling behavior of simply supported rectangular plates under uniaxial compresion is investigated. Two types of in-plane boundary conditions are now considered and the effects of initial imperfections are also studied. It is found that the theoretical results are in good agreement with experiments. The method suggested in this paper which has not been found in previous papers is rather simple and easy for the postbuckling analysis of rectangular plates.     

多指标约束的斜拉索滑模非脆弱减振控制

为了提高斜拉索-磁流变阻尼器减振控制系统的稳定性, 提出了一种多指标约束的滑模非脆弱减振控制算法. 基于线性矩阵不等式(LMI), 利用H∞性能指标和保性能指标分别用来抑制外界扰动, 保证系统渐近稳定且具有一定上界指标, 并以区域极点配置表征减振控制稳定性与快速性, 方差表征小振幅和振动速度. 将非脆弱状态反馈控制与滑模控制相结合, 得到了多指标约束的滑模非脆弱减振控制算法设计形式及方法. 在强度为0.1002高斯白噪声随机扰动下, 对某跨海大桥C18、C13号斜拉索进行算例仿真. 结果表明, 该算法不仅使减振控制系统具有较优的保性能上界指标和较小的抗扰性能指标, 同时使拉索振动状态幅值降低91.11%~92.50%, 收敛时间缩短76.67%~84.00%.     

Matched asymptotic expansions for twisted elastic knots: A self-contact problem with non-trivial contact topology

We derive solutions of the Kirchhoff equations for a knot tied on an infinitely long elastic rod subjected to combined tension and twist, and held at both endpoints at infinity. We consider the case of simple (trefoil) and double (cinquefoil) knots; other knot topologies can be investigated similarly. The rod model is based on Hookean elasticity but is geometrically nonlinear. The problem is formulated as a nonlinear self-contact problem with unknown contact regions. It is solved by means of matched asymptotic expansions in the limit of a loose knot. We obtain a family of equilibrium solutions depending on a single loading parameter (proportional to applied twisting moment divided by square root of pulling force), which are asymptotically valid in the limit of a loose knot, ε→0. Without any a priori assumption, we derive the topology of the contact set, which consists of an interval of contact flanked by two isolated points of contacts. We study the influence of the applied twist on the equilibrium.     

碳纤维复合材料拉索的非线性力学性能

采用解析法分析碳纤维复合材料(CFRP)拉索的非线性力学性能,通过与钢拉索对比分析,得出了CFRP拉索的受力特点.由于密度低,CFRP拉索自重应力、垂度约为钢拉索的1/5,承载效率也比钢拉索高许多,其承载极限长度为钢拉索的7倍,且随跨径增大,钢拉索的等效弹性模量下降非常快,而CFRP索仍保持较高值.由于CFRP线胀系数比钢材的线胀系数要小得多,约为其1/14,在温差与约束相同时,无垂度CFRP索温度应力仅为无垂度钢索的1/23.当有垂度时,钢索的温度应力降低,CFRP索的温度应力变化很小.     

电磁耦合实验平台系统线缆束的电磁拓扑分析

复杂线缆束系统的电磁耦合分析,随着电磁环境的日趋复杂化,显得越来越困难。而高功率电磁辐射技术的发展,对具有复杂电缆束网络和电子设备的系统,带来了严重的电磁威胁。这从电磁攻击与电磁防护两方面,对复杂线缆束的电磁耦合分析,都提出了更加迫切的需求。由于复杂线缆束网络所涉及的几何空间的边界条件十分复杂,所以很难用时域有限差分(FDTD)或频域有限差分(FDFD)方法求解复杂线缆束网络系统的电磁耦合问题。我们在基于传输线理论,采用拓扑学中将空间按照拓扑结构进行分解的思想,建立了线缆束网络电磁耦合的拓扑模型,得出了计算复杂线缆束网络系统终端耦合电压与电流的计算方法,并给出了仿真计算实例用以验证电磁拓扑法处理线缆网络电磁耦合效应的有效性。     

一种基于传输线方程的埋地电缆电磁脉冲耦合时域分析方法

埋地电缆和其它金属长导体对核电磁脉冲的耦合分析对于确定合理的工程防护措施具有重要意义。采用Agrawal模型和时域有限差分算法对线缆耦合问题进行了分析,针对该模型中需要计算土壤阻抗与电流项卷积、土壤导纳与电压项卷积的问题,提出了一种土壤阻抗特性的线性拟合处理方法,可避免复杂的卷积计算。介绍了该方法的基本原理和试用结果。这一模型拟合法适用于确定无时域解析表达式的传输线模型参数,与传输线模型的时域有限差分方法相结合,可用于分析非均匀场作用下传输线的耦合。     

两种高空核爆电磁脉冲电缆耦合效应的比较

有关高空核爆电磁脉冲(HEMP)的标准,我国推荐的1976 HEMP和IEC推荐的1996 HEMP的早期波形是不同的。针对两种HEMP标准,采用传输线方程计算了不同长度电缆受HEMP影响的情况,结果表明电缆的1976 HEMP早期耦合效应较1996 HEMP早期耦合效应要严重的多。     

基于统一强度理论抗滑桩桩间距的计算

在已有抗滑桩桩间距研究的基础上,对桩间土拱进行受力分析。从侧阻力条件和土拱强度条件两个方面对抗滑桩桩间距进行了计算,将统一强度理论引入土拱强度的分析,藉此分别判断拱顶前缘、后缘及拱脚处土体是否处于临界状态,可得3个桩间距值,取相应的最小桩间距作为设计桩间距。此方法对于滑坡推力的矩形、三角形和梯形分布形式均适用,并可考虑土体自重应力的影响,同时可推及锚索抗滑桩桩间距的计算。对两个计算实例进行了分析,本方法的计算值与已有计算值或设计值的比较表明本方法效果良好。具体计算中统一强度参数b取0.2~0.7较为合适,滑坡推力为矩形分布时b值约为0.3,滑坡推力为三角形分布时b值约为0.6,滑坡推力为梯形分布时b值介于两者之间。     

水轮机蜗壳和固定导叶内部三维紊流流场数值研究

1引言用数值方法研究蜗壳和固定导叶内部流场是改进和优化蜗壳和固定导叶设计的一个重要手段。早期的数值研究大多基于势流理论[1～2]，随着计算机技术和计算流体动力学的迅速发展，蜗壳和固定导叶内部三维紊流的数值分析已经成为可能t’－’］。本文以三峡水轮机组内部流动的研究为背景，基于N－S方程和标准的k一。紊流模型，采用贴体座标和交错网格系统，用SIMPLEC算法对三峡模型机组蜗壳和固定导叶内部的流动进行数值模拟，提出设计工况时蜗壳和固定导叶内三维素流数值模拟计算结果，为改进蜗壳和固定导叶设计提供了一些有益的参考资…