舰船直流电网绝缘状态监测装置设计

舰船直流网络绝缘状态监测装置是保障舰船直流电力系统安全,实时掌握直流供电系统网络绝缘状态的所必须的设备。以往对直流网络绝缘监测的主要采用人工方式进行测量,人员劳动强度大,测量过程繁杂,不能及时掌握绝缘状态信息,察觉系统隐患。因此本文完成了直流网络绝缘监测系统的设计,通过三电压法和附加电源法完成不同直流网络绝缘电阻的测量．并实现故障支路的定位,最后确定了装置数据采集系统和通信系统的实现方案。     

纵向摇摆器磁场中的电子轨道

求解纵向摇摆器磁场加直流磁场中的电子运动方程,在直角坐标系中求得电子速度的严格解析解,并导出直角坐标和圆柱坐标中电子位置坐标的近似解析解。同时用电子运动模拟计算进行了校验,指出近似解析解有较好的准确性。     

THE ELASTIC FIELD CASED BY TWO INCLUSIONS WITH UNI- FORM DILATATIONAL EIGENSTRAINS IN DISSIMILAR MEDIA

IntroductionGuell and Dundurs[1] used the Papkovitch-Neuber displacementpotential and had the solutionfor a spherical inclusion in dissilmilar media whichundergoes homogeneous dilative eigenstrain. Itwas found that the displacements and stresses inthe region exterior to the sphere are the same asthose resulting from a center of dilatation of a cer-tian strength located at the center of the sphere.Using the solution of Mindlin and Cheng[2 ] inwhich the Galerkin vector was adopted and nucleiof…     

配气机构动变形随转速及气门间隙的变化规律

为确定N次谐波凸轮配气机构动变形响应的精确变化规律,将二阶微分方程全解的解析解法转用于配气机构动力学微分方程。根据这种解法编制了计算机程序,对某发动机配气机构的动变形响应随凸轮轴转速和气门间隙变化的规律进行了仿真计算。计算结果表明,配气机构的动变形规律主要取决于当量气门运动加速度的大小和形状;凸轮轴转速的变化,在气门开启阶段对配气机构的动变形影响较小,在落座阶段对配气机构的动变形影响较大。气门间隙在设计值附近变化不大时,仅在气门开启阶段对配气机构动变形稍有影响。     

再谈地铁接地问题

提出一个与目前习惯做法不同的接地方案,其理论根据是国家、地方和行业标准,实践根据是现场实验、测试结果。明确提出利用地下结构钢筋作为自然接地体,它的接地电阻在0.5Ω以下,完全符合电气设备接地要求;地下结构钢筋是一个等电位法拉第笼,是地铁这个电磁环境中一切设备的地。     

基于寿命周期成本的桥梁技术改造经济评价研究

运用工程经济学的基本原理,采用成本年值的动态分析方法,对既有桥梁的加固与重建在其寿命周期内可能产生的各项费用进行了详细的对比分析,建立了桥梁改造的经济分析比选模型,提出了基于寿命周期成本的桥梁技术改造的经济评价方法．最后列举简单算例说明方案比选过程,由计算结果可知该方法能较准确地反映桥梁加固工程的经济效果,能够为既有桥梁改造方案的合理选择提供参考．     

外加电流阴极保护系统在钢筋混凝土桥面中的应用

钢筋的腐蚀性对钢筋混凝土结构及预应力混凝土结构的耐久性影响极大。外加电流阴极保护系统被认为是钢筋混凝土中最有效、经济的控制钢筋腐蚀的方法之一,尤其适用于受氯化物污染引起钢筋腐蚀的旧混凝土结构的修复或新结构中钢筋的保护,这也是我国桥梁工程中的一种探索。     

含气量对引气混凝土抗钢筋锈蚀性能的影响

以不同含气量的钢筋混凝土为研究对象,采用湿通电法对钢筋混凝土进行加速锈蚀。同时采用线性极化法对不同通电时间的极化电阻和腐蚀电流密度进行测试,分析锈蚀参数的变化规律,得出含气量对引气混凝土抗钢筋锈蚀性能的影响关系。     

Equivalent stiffness of the saturated poro-elastic half space interacting with an infinite beam to harmonic moving loads

The expression of the equivalent stiffness of the saturated poro-elastic half space interacting with an infinite beam to harmonic moving loads is obtained via the Fourier transformation method in the frequency wave number domain. Based on the obtained equivalent stiffness, the frequency wave number domain solution of the beam-half-space system is obtained by the compatibility condition between the beam and the half space.Critical velocity of harmonic moving loads along an infinite Euler-Bernoulli elastic beam is determined. The time domain solutions for the beam and the saturated poro-elastic half space are derived by means of the inverse Fourier transformation method. Also, the influences of the load speed, frequency and material parameters of the poro-elastic half space on the responses of the beam are investigated. Numerical results show that the frequency corresponding to the maximum deflection and bending moment increases with increasing load speed. Moreover,it can be seen that at higher frequencies, the dynamic response is independent of the load speed. The present results also show that for a beam overlying a saturated poro-elastic half space, there still exist critical velocities even when the load velocity is larger than the shear wave speed of the medium.     

Bias current influence on the characteristic of the magnetic-controlled switcher type fault current limiter

A novel magnetic-controlled switcher type fault current limiter (FCL) for high voltage electric network is presented. The current limiting principle of the FCL and the bias current influence on the characteristic of the FCL are discussed. The experiments on the 220 V/50 A test model show that the FCL can limit the fault current swiftly and effectively. Under the normal state, the bias current adjustment can change the FCL voltage loss; under the fault state, the steady fault current can be easily adjusted to the preset level by bias current regulating. The experimental result is in accordance with the principle analysis and the FCL has the advantages of flexible control strategy and simple and reliable structure. Foundation item: the National Basic Research Program (973) of China (No. 2005CB221505) and the Research Fund for Doctoral Program of High Education of China (No. 20050248058)