DocumentCode :
2163488
Title :
Radar cross-section enhancement of concrete specimen with trihedral corner reflector structure buried
Author :
Wang Zhan-feng ; Lv Xu-liang ; Jia Qi
Author_Institution :
Mater. Res. Lab., Nanjing Eng. Inst., Nanjing
fYear :
2008
fDate :
2-5 Nov. 2008
Firstpage :
905
Lastpage :
908
Abstract :
Low electromagnetic fields backscattering from concrete pavement as its smooth surface results the much darker image feature when exposures to imaging radar when compared with rough surface such as vegetation. In this paper, exploratory research on radar cross-section enhancement of concrete specimens with trihedral corner reflectors structure buried is presented. Scattering properties of concrete specimen, corner reflector and concrete specimen mixed with corner reflectors are numerical simulation based on the model of finite difference-time domain(FD-TD) in lossy dielectric with perfect matched layer(PML) in z-direction and period boundary conditions(PBC) in x, y-direction. In the conditions of given incident wave and dielectric coefficient of concrete specimen, the monostatic RCS of concrete specimen mixed trihedral corner reflectors with 5 times of wavelength is 3.6 dBsm, the average is -9.8 dBsm in direction of 30-60 degree.
Keywords :
backscatter; concrete; electromagnetic wave scattering; finite difference time-domain analysis; radar cross-sections; radar imaging; FDTD; concrete pavement; electromagnetic fields backscattering; finite difference-time domain; incident wave; lossy dielectric; perfect matched layer; period boundary conditions; radar cross-section enhancement; trihedral corner reflector structure; Backscatter; Concrete; Dielectric losses; Electromagnetic fields; Electromagnetic scattering; Radar cross section; Radar imaging; Rough surfaces; Surface roughness; Vegetation mapping;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Antennas, Propagation and EM Theory, 2008. ISAPE 2008. 8th International Symposium on
Conference_Location :
Kunming
Print_ISBN :
978-1-4244-2192-3
Electronic_ISBN :
978-1-4244-2193-0
Type :
conf
DOI :
10.1109/ISAPE.2008.4735365
Filename :
4735365
Link To Document :
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