共查询到19条相似文献，搜索用时 281 毫秒
1.
周玉坤 《河北职业技术学院学报》2011,(5)
通过数值仿真研究了矩形隧道中的电磁场损耗问题。分析了电磁波衰减受相对介电常数、隧道壁粗糙程度、隧道壁的倾斜程度的影响。随着无线通信系统频率的变大,无线电波在巷道内传输的衰减越小,巷道壁粗糙所引起的损耗也越小,但巷道壁倾斜引起的损耗因素将加大。在实际应用中要综合考虑这些因素对电磁波损耗的影响。 相似文献
2.
轴向漏泄电缆在地下隧道中电磁波传输特性研究 总被引：1，自引：0，他引：1
李继生 《天津工程师范学院学报》2005,15(1):27-29
对圆形隧道中含有轴向漏泄电缆的电磁波传输特性进行分析，给出了相应的单、双波模的波模方程，并且采用Muller法对其进行求解。得出如下结论：在含有纵向导线的隧道中，电缆距离隧道壁越近，损耗层越大，单线波模衰减率越大；电缆内导体的电导率越大，双线波模衰减率越小；随着屏蔽层传递电感值的增加，损耗层对衰减率影响加大。 相似文献
3.
运用电磁波场基本理论,推导了海气界面的电磁波场散射方程;通过对由Helmholtz方程近似得到的抛物近似方程的求解,研究了海气界面上电磁波的传播损耗模式,探讨了电磁波在海气界面的蒸发波导中的传播模型;采用双尺度模型,并根据海面微尺度波谱和Bragg散射理论建立了海浪谱与雷达散射截面的关系.最后,讨论了后向散射截面与海面波高起伏、电磁波长、极化方式以及入射余角的关系,指明了海面的粗糙程度对雷达后向散射截面的变化有着极其重要的影响. 相似文献
4.
余鱼 《初中生学习(中考新概念)》2011,(9)
摩擦力与摩擦系数有关,摩擦系数的主要影响因素是接触面的粗糙程度,接触面越光滑,摩擦力越小。这是我们在物理课上学到的。在日常生活中,我们还从没有见过接触面越光滑摩擦力越大的情况,可是科学家却发现了这种反常的现象。光胶现象用来做显微镜或望远镜的光学镜片一般都要求特别光滑,有时候还需要把两个不同倍数的镜片结合到一起。 相似文献
5.
将隧道看成波导,列车的存在改变了隧道的截面形状和尺寸,从而影响了电磁波的截止频率.在对列车—隧道导波问题进行物理建模的基础上,应用有限元法研究了列车的高度、宽度和位置以及半椭圆形隧道椭圆的偏心率的变化对半椭圆形隧道电磁波截止频率的影响. 相似文献
6.
研究了湍流和尘暴构成的随机介质系统对电磁波传播的影响，得到了电磁波衰减，相移与交叉极化效应的公式；结果表明：尘暴主要影响圆极化波的交叉极化分辨率和电磁波的相移，大气湍流主要对电磁波产生衰减效应。 相似文献
7.
单模光纤的色散和损耗特性测量系统 总被引：1，自引：1，他引：0
光纤的色散引起传输信号的畸变,而损耗则引起光能的衰减,因此色散和损耗在很大程度上决定了光传输系统的通信容量和中继距离.目前长距离、大容量光纤通信系统中多采用单模光纤,故测量单模光纤的色散和损耗特性非常重要.简要分析了光纤的色散和损耗的概念,然后分别介绍了用相位移法和插入法测量单模光纤的色散和损耗的实验方法与系统.该实验系统可以同时满足单模光纤的色散和损耗特性测量需要,设备简单、集成度高、成本低、操作简便. 相似文献
8.
林礼华 《福建工程学院学报》2019,(4)
针对翠屏山隧道与翠屏山煤矿巷道交叉段的特殊工况,分析新建隧道施工对围岩和煤矿巷道变形和应力的影响,通过有限元数值模拟验证现场施工工法的可靠性。研究结果表明:隧道开挖引起下方巷道拱顶最大沉降量为4.6 mm,仰拱最大隆起量为0.7 mm;新建隧道开挖产生卸荷作用,巷道顶部受到上部土体的约束而产生压应力,最大主压应力为1.85 MPa;隧道开挖前后最大主应力变化比例值最大值为42%,位于新建隧道与既有煤矿交叉处;近接隧道施工时,交叉段内地质条件较差时,采用双侧壁导坑法施工,隧道开挖引起的围岩变形量较小,施工方法较合理。 相似文献
9.
介绍了倾斜长壁开采时巷道布置的几种型式,并结合这几种型式在张集矿的使用效果,对其优缺点及适应范围进行了分析。 相似文献
10.
在综合分析现有PCB模型的基础上,采用带有接地板和有耗介质层的等效模型,使用有限元软件仿真分析腔体屏蔽效能和谐振频率。结果表明:模型较好地兼顾了PCB对电磁波的损耗和谐振频率的扰动;PCB使腔体的主谐振频率降低,屏蔽效能在该频率附近有较大的提高,而且板面积越大、越厚、位置越靠近腔体中心对两者的影响越大。 相似文献
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12.
汽车前挡玻璃检具用于检测前挡玻璃的外轮廓和曲面曲率,检具的测量曲面上设有斜孔。在不具备多轴数控机床的条件下,对检具进行了设计分析,提出了特殊的斜孔加工工艺方法,利用三轴数控机床完成了一般需要在多轴数控机床上才能完成的斜孔加工,从而降低了生产成本。 相似文献
13.
Pollutant transport in overland flow over surfaces with spatially varying microtopography,roughness,and infiltration was investigated using the diffusion wave equation and transport rate-based equation.The finite volume method in space and an implicit backward difference scheme in time were employed in the numerical solution of the 2D governing equations.The developed model was first tested against an analytical solution and an experimental study involving overland flow and the associated pollutant transport,subsequently a series of numerical tests were carried out.Non-point source pollution was investigated under spatially varying microtopography,roughness,and infiltration.The simulation results showed that microtopography and roughness were the dominant factors causing significant spatial variations in solute concentration.When the spatially varying microtopography was replaced by a smooth surface,the result was an overestimation of the solute rate at the outlet of the upland.On the other hand,when the spatially varying roughness was replaced by the average roughness and spatially varying infiltration rate by the average infiltration rate,the pollutant discharge at the outlet of the upland was not significantly affected.The numerical results further showed that one cannot ignore the spatial variations of slope and roughness when investigating the local pollutant concentration distribution. 相似文献
14.
为了更加直观有效地描述路面平整度,提出了一种路面平整度的模拟方法,即随机正弦波法.该方法将路面平整度表示成大量具有随机相位的正弦或余弦之和,采用离散谱逼近目标随机过程,是一种离散化数值模拟路面平整度的方法.根据给定的路面功率谱系数,在时域路面随机位移输入的频率特征与给定的路面谱相一致的情况下,通过计算机模拟将路面平整度优化成为随机振动的等效信号,得到各等级下路面的平整度曲线.结果表明：随机正弦波法适用于实测道路谱的时域模拟,由于该方法数学推导严密,使用范围广泛,且模拟曲线直观,对于汽车平顺性研究具有十分重要的意义.最后,提出一个与路面功率谱系数相关的平整度指标——名义平整度指数. 相似文献
15.
Terrorist attacks using improvised explosive devices (lED) can result in unreinforced masonry (URM) wall collapse.Protecting URM wall from lED attack is very complicated.An effective solution to mitigate blast effects on URM wall is to retrofit URM walls with metallic foam sheets to absorb blast energy.However,mitigation of blast effects on metallic foam protected URM walls is currently in their infancy in the world.In this palaer,numerical models are used to simulate the performance of aluminum foam protected URM walls subjected to blast loads.A distinctive model,in which mortar and brick units of masonry are discritized individually,is used to model the performance of masonry and the contact between the masonry and steel face-sheet of aluminum foam is modelled using the interface element model.The aluminum foam is modelled by a nonlinear elastoplastic material model.The material models for masonry,aluminum foam and interface are then coded into a finite element program LS-DYNA3D to perform the numerical calculations of response and damage of aluminum foam protected URM walls under airblast loads.Discussion is made on the effectiveness of the aluminum foam protected system for URM wall against blast loads. 相似文献
16.
Terrorist attacks using improvised explosive devices (IED) can result in unreinforced ma-sonry (URM) wall collapse. Protecting URM wall from IED attack is very complicated. An effective solution to mitigate blast effects on URM wall is to retrofit URM walls with metallic foam sheets to absorb blast energy. However, mitigation of blast effects on metallic foam protected URM walls is currently in their infancy in the world. In this paper, numerical models are used to simulate the per-formance of aluminum foam protected URM walls subjected to blast loads. A distinctive model, in which mortar and brick units of masonry are discritized individually, is used to model the perform-ance of masonry and the contact between the masonry and steel face-sheet of aluminum foam is modelled using the interface element model. The aluminum foam is modelled by a nonlinear elas-toplastic material model. The material models for masonry, aluminum foam and interface are then coded into a finite element program LS-DYNA3D to perform the numerical calculations of response and damage of aluminum foam protected URM walls under airblast loads. Discussion is made on the effectiveness of the aluminum foam protected system for URM wall against blast loads. 相似文献
17.
In this work, synchronization of chaotic Colpitts circuits, using adaptive controllers to combat circuit parameter mismatches and channel distortions, is studied by numerical simulations. Synchronization errors caused by different main circuit components are compared, and compensation for time-constant and time-varying circuit parameter mismatches is demonstrated. Different kinds of channel distortions, including time-constant and time-varying channel attenuation, Additive White Gaussian Noise (AWGN) are all investigated by numerical simulations and discussed. Simulation results indicated that the synchronization performance of chaotic Colpitts circuits can be greatly improved by applying adaptive controllers when parameter mismatches and channel attenuation are considered as time-constant or time-varying, but have no obvious enhancements regarding the effect on AWGN channel. 相似文献
18.
Wenchuan earthquake damage survey displayed the major structures of buildings suffered only small damages, but it was common that infill walls suffered heavy damages or even collapse. To study the failure forms and collapse mechanism of infill walls in an earthquake, the influence of opening or length-to-height ratio on shake-resisting capability of filling walls was analyzed, and measures to improve the anti-collapse ability of infill walls were put forwaed. The numerical simulations on collapse process in earthquake were carried out by using ABAQUS software. We used 5 single story and single span models. It is revealed that the rigidity and compressive capacity of infill walls are reduced because of the infill walls with holes and the increases of length-to-height ratios. Adding constructional columns and horizontal beams can ensure structural integrity and imp rove the anti-collap se ability of the wall. 相似文献
19.
Jie ZHANG ;Guang-xu HAN ;Xin-biao XIAO ;Rui-qian WANG ;Yue ZHAO ;Xue-song JIN 《浙江大学学报(A卷英文版)》2014,(12):1002-1018
研究目的：研究高速列车车轮多边形特征对轮轨噪声和车内噪声的影响规律,讨论目前国内高速列车车轮镟修指标的不足,为高速列车车轮镟修方法的优化改进提供科学依据。创新要点：系统分析高速列车车轮多边形阶次、幅值和相位等参数对车内噪声的影响规律;提出车轮镟修中仅考虑车轮径跳作为限值是不够的。研究方法：1．基于线路试验,初步分析高速列车车轮多边形状态对车内噪声的影响,进而对车轮多边形特征进行剖析;2．基于带通滤波和快速傅里叶变换,使用MATLAB程序生成不同阶次、幅值和相位的车轮多边形粗糙度数据;3．基于TWINS轮轨噪声原理,使用HWTNS预测含有不同车轮多边形特性的轮轨噪声;4．基于混合有限元-统计能量分析（FE—SEA）方法,建立高速列车客室端部车内噪声预测模型,预测车内噪声;5．通过分析车轮多边形参数、车轮径跳和车内噪声之间的相互关系,研究目前的高速列车车轮镟修指标是否合适。重要结论：1．高速列车车轮径跳值相同,但车轮多边形状态不同时,轮轨噪声与车内噪声有明显差异;2．当车轮多边形幅值相同时,高阶多边形可以引起更高的轮轨噪声和车内噪声;3．改变车轮多边形的相位,可以获得不同的车轮径跳值,但是对轮轨噪声和车内噪声几乎没有影响。 相似文献