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Effects of reinforced concrete structures on RF communications

机译:钢筋混凝土结构对射频通信的影响

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摘要

The proliferation of communication systems used in and around man-made structures has resulted in a growing need to determine the reflection and transmission properties of various commonly used building materials at radio frequencies typically used in businesses and residential environments. This paper describes the calculation of reflection and transmission coefficients for reinforced concrete walls as a function of wall thicknesses and rebar lattice configuration over a frequency range of 100-6000 MHz. The transmission and reflection coefficients were calculated using a finite-difference time-domain (FDTD) solution of Maxwell's equations. The rebar structures analyzed include both a two-dimensional (2-D) trellis-like structure and a one-dimensional (1-D) structure, where the reenforcing bars are all oriented in the same direction. In general, the results show that the reinforced concrete structures severely attenuate signals with wavelengths that are much larger than the rebar lattice and that the transmitted signal has a complex structure with resonances and nulls that strongly depend upon the geometry of the reinforcing structure and the concrete wall thickness.
机译:在人造结构中及其周围使用的通信系统的激增,导致越来越需要确定各种常用建筑材料在通常用于商业和住宅环境中的射频下的反射和传输特性。本文介绍了在100-6000 MHz频率范围内,钢筋混凝土墙的反射和透射系数的计算与墙厚度和钢筋晶格配置的关系。使用Maxwell方程的时域有限差分(FDTD)解计算透射系数和反射系数。分析的钢筋结构包括二维(2-D)网格状结构和一维(1-D)结构,其中钢筋均沿相同方向定向。通常,结果表明,钢筋混凝土结构会严重衰减波长比钢筋晶格大得多的信号,并且所发射的信号具有复杂的结构,其共振和零点在很大程度上取决于钢筋结构和混凝土的几何形状室壁厚度。

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