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Compression Strength Test of FRP Reinforced Concrete Composite Pile
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 Title & Authors
Compression Strength Test of FRP Reinforced Concrete Composite Pile
Lee, Young-Geun; Choi, Jin-Woo; Park, Joon-Seok; Yoon, Soon-Jong;
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 Abstract
In this paper, we present a part of results to develop new type hybrid FRP-concrete composite pile (i.e., concrete filled fiber reinforced plastic circular tubes, hybrid CFFT, HCFFT). The purpose of this paper is to evaluate compressive loading capacity through compressive strength test. Before compressive strength test of HCFFT, we investigated mechanical properties of pultruded fiber reinforced plastic (PFRP) and filament winding fiber reinforced plastic (FFRP). For estimating the compressive strength of HCFFT, uni-axial compression strength tests of HCFFT compression members were conducted. The test variables are compressive strengths of concrete and thickness of FFRP. In addition, uni-axial compression strength tests of concrete filled fiber reinforced plastic circular tube (CFFT) except PFRP members were conducted. The test variable in the test is thickness of FFRP. From the test result, the compressive strength of the HCFFT in larger than compressive strength of CFFT as much as 47%. It can be observed that the uni-axial compressive strength of the HCFFT increased if the concrete strength and the thickness of exterior filament winding FRP tube increased. In addition, the finite element analysis result is compared with the experimental result. The difference between the experimental and FEM results is in the range of 0.14% to 17.95%.
 Keywords
Hybrid concretee filled FRP tube;Pultruded fiber reinforced polymeric plastic;Filament winding fiber reinforced polymeric plastic;Finite element analysis;
 Language
Korean
 Cited by
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Applicability of Double-Skinned Composite Tubular Member for Offshore Wind Turbine Tower, Journal of korean society of hazard mitigation, 2013, 13, 4, 55  crossref(new windwow)
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