快速预测干扰下斜开孔腔体屏蔽效能的模型

提出一种针对复杂干扰下斜开孔金属腔体屏蔽效能的计算模型。该模型可快速精准地计算出任意金属材料腔体,任意开孔位置,任意观测点位置,任意入射、极化平面波照射以及斜开孔阵腔体的屏蔽效能。首先依据磁流原理和镜像原理将斜开孔腔体等效为两个水平开孔腔体,然后基于Robinson的等效电路法分别求解各自的屏蔽效能,再利用公式换算求得斜开孔金属腔体的屏蔽效能。随后针对腔体会面临的不同干扰,给出不同情况下屏蔽效能的计算方法。考虑多种干扰叠加的复杂工况,将该模型利用Matlab 进行编程,并将计算结果同全波仿真软件CST中的时域传输线矩阵法和频域有限元法的仿真结果进行对比,验证了所提模型的可行性。该模型在保证计算精度的同时,在计算效率上表现出极大的优势。     

ALC墙板钩头螺栓连接节点平面外抗冲切试验研究

为了解节点的受力性能,对13块钩头螺栓连接的ALC墙板节点试件进行了平面外荷载试验和有限元模拟。结果表明:对于使用钩头螺栓连接的蒸压加气混凝土墙板,在风荷载平面外吸力或向墙板外侧的水平地震作用下,通过垫片传递荷载,最终形成冲切破坏,整个破坏过程大致可分为开裂前的线性阶段、开裂阶段以及最后的破坏阶段; 抗冲切承载力将随着节点区域横向钢筋数量增加或钢筋间距减小而加大; 墙板厚度可明显影响抗冲切承载力; 配置抗冲切短钢筋是提高抗冲切承载力的有效方式; 节点破坏是沿着垫片四周按一定角度发生的冲切破坏,板长度方向的冲切破坏角在67.23°～71.07°之间变化,平均值为69.35°; 板宽度方向的冲切角在61.67°～68.42°之间变化,平均值为64.89°; 长度方向的冲切角略大于板宽方向,总体较为对称; 设计的试验方法符合钩头螺栓连接的受力特点,通过跨中节点试验与有限元模拟相结合,得到端部节点的抗冲切承载力约为跨中节点抗冲切承载力的73%,可以认为随着节点位置与板端距离的增加,冲切锥体体积及周长将会增大,从而提升冲切峰值荷载。     

零线在供电系统中的作用

介绍零线断线在供电系统中带来的危害,并说明零线在供电系统中的重要作用.     

Turbulent natural convection in an enclosure with localized heating from below

This study reports the results of a numerical investigation of turbulent natural convection in a square enclosure with localized heating from below and symmetrical cooling from the vertical side walls. The present study simulates the case of an accidental heat generation due to fire in a typical isolated building of a nuclear reactor or electronic components cabin. The source of fire is considered to be centrally located at the bottom wall with different heated widths, which is assumed to be either isothermal or with isoflux. For the purpose of the analysis, the source length is varied from 20 to 80% of the total width of the bottom wall. The top wall and the unheated portion of the bottom wall are considered to be adiabatic, whereas sidewalls are isothermal. Steady as well as transient forms of two-dimensional Reynolds–Averaged-Navier–Stokes equations and conservation equations of mass and energy, coupled with the Boussinesq approximation, are solved by the control volume based discretisation method employing the SIMPLE algorithm for pressure–velocity coupling. Turbulence is modeled using the standard k–ε model. Rayleigh number, Ra, based on the enclosure height is varied from 10⁸ to 10¹². Stream lines and isotherms are presented for various combinations of Ra and the heated width. A double cell flow pattern is observed with marginal loss in symmetry as Ra increases. The results are reported in the form of local and average Nusselt number on the heated floor. Correlations are developed to predict the heat transfer rates from the enclosure as a function of dimensionless heated width of the bottom wall and Ra, by least square linear regression analysis.     

Three－Dimensional Numerical Simulation of Natural Convection Heat Transfer in an Inclined Cylindrical Annulus

Ｔｈｒｅｅ－ＤｉｍｅｎｓｉｏｎａｌＮｕｍｅｒｉｃａｌＳｉｍｕｌａｔｉｏｎｏｆＮａｔｕｒａｌＣｏｎｖｅｃｔｉｏｎＨｅａｔＴｒａｎｓｆｅｒｉｎａｎＩｎｃｌｉｎｅｄＣｙｌｉｎｄｒｉｃａｌＡｎｎｕｌｕｓＪ．Ｇ．ｗｅｉ；Ｗ．Ｑ．Ｔａｏ（ＳｃｈｏｏｌｏｆＥｎｅｒ...     

Natural convection flow in porous enclosures with heating and cooling on adjacent walls and divided by a triangular massive partition

The problem of steady, laminar, natural convection flow in a porous enclosure divided by a triangular massive partition has been formulated. The massive triangular partition is a solid adiabatic body which is located to the right and top wall. Bottom and left vertical wall of porous enclosure are isothermally heated and cooled, respectively. Remaining wall is adiabatic. Governing equations using Darcy model are solved numerically by the finite-difference method and the Successive Under Relaxation (SUR) technique is used to solve linear algebraic equations. Thanks to massive partition, two different enclosure are formed, depends on dimensions of the triangular body, as triangle and trapezoidal. Flow patterns and temperature distributions were presented at different aspect ratios (0 ≤ AR ≤ 1) and Rayleigh numbers (100 ≤ Ra ≤ 1000). Results are given for different aspect ratios (AR) for AR = 0, 0.25, 0.50, 0.75 and 1. A parametric study is conducted and a set of representative results for flow and temperature characteristics are presented and discussed.     

钢支撑支锚刚度对基坑围护结构的影响研究

为研究钢支撑支锚刚度对基坑围护结构的影响,文章以福州地铁潘墩站深基坑工程为背景,运用控制变量法,通过理正深基坑计算软件对不同钢支撑支锚刚度工况下深基坑进行计算分析,得出不同钢支撑支锚刚度下支护结构最大侧向位移、内力、基坑周边地表沉降及支撑轴力变化规律。研究结果表明:钢管内支撑刚度从200MN/m 2增加到600MN/m 2,钻孔灌注桩侧移量减小,地表沉降量降低,钻孔灌注桩迎土侧弯矩、背土侧弯矩呈减小趋势,钢支撑轴力增大,钢支撑对背土侧地下钻孔灌注桩的约束大于迎土侧。适当增加内支撑刚度可控制周边土体变形。     

浅析交流电气设备金属外壳接地的必要性

现如今,不论是日常生活或工作都离不开电气设备,在电气设备使用的过程中,为了确保安全,需要做好金属外壳接地,确保金属外壳和电源之间的绝缘性.如果没有做好金属外壳接地,很有可能造成触电、漏电、燃烧、爆炸等危险,不仅影响电气设备的正常使用,还会威胁用户的生命财产.本文主要就交流电气设备金属外壳接地的必要性进行了相关的阐述和分...     

圆筒型隔爆外壳变形的控制

通过对具有圆筒型结构的隔爆外壳焊接变形的原因分析，阐述了为有效控制变形而采取的不同焊接工艺和措施，从而满足了隔爆外壳的特殊要求。同时，对其在煤矿井下的安全应用提供了有力的保证。     

隔爆外壳水压试验注意事项

隔爆外壳质量的好坏,直接关系到防爆产品隔爆性能的优劣及场所的防爆安全,至关重要.而水压试验是检验隔爆外壳耐压好坏和是否传爆的一项重要试验.针对隔爆外壳的水压试验程序、要点等,根据标准规定及实践经验进行了简述,并提出了在试验中容易忽视的一些环节.