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Mechanical Properties Contrast Between Fiber Reinforced Composite Poles and Traditional Poles
Abstract:
Take advantages of concrete to improve the stiffness of fiber reinforced composite material(GFRP), reference to the existing dimensions of concrete-filled steel tube pole, applicate GFRP-concrete structure in 35 kV transmission line. Change the various parameters of the poles in ANSYS, compare the maximum deformations and the maximum stresses of GFRP tube-concrete pole and concrete-filled steel tube pole. Results show that different parameters have different impacts on the mechanical properties of the poles, suitable parameters of GFRP tube-concrete pole were got and the technical specifications of the application of GFRP in various voltage levels should be perfected.
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Pages:
2690-2693
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Online since:
September 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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