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NTIS 바로가기한국구조물진단유지관리공학회 논문집 = Journal of the Korea Institute for Structural Maintenance and Inspection, v.26 no.6, 2022년, pp.204 - 211
김형준 (청운대학교 토목환경공학과) , 정흥진 (전주대학교 토목환경공학과)
In this study, Hollow Concrete Filled FRP Tube Pile(HCFFT Pile) was proposed as a model to utilize the advantages of composite piles and solve the problem of corrosion, which is a disadvantage of CFT piles, and a numerical analysis model was developed to analyze their behavior. The strain compatibil...
Kang, H. K., Lee, C. H., and Rha, C. S. (2011), Flexural Strength of Concrete-filled Steel Tubular Members Subjected to Pure Bending Moment, Journal of Architectural Institute of Korea, 27(4), 11-21.
Mohamed, H. M., and Masmoudi, R. (2010), Flexural strength and behavior of steel and FRP-reinforced concrete-filled FRP tube beams, Enjineering Structures, 32, 3789-3800.
Sumer, Y., and Aktas, M. (2015), Defining parameters for concrete damage plasticity model, Challenge Journal of Strctural Mechanics, 1(3), 149-155.
Lubiner, J., Oliver, J., Oller, S., and Onate, E. (1989), A plastic-damage model for concrete, International Journal of Solids and Structures, 25(3), 299-326.
Tao, Y., and Chen, J. (2015), Concrete damage plasticity model for modeling FRP-to-concrete bond behavior, Journal of Composites for Construction, 19(1).
Shin, E. S. (2014), Mechanics & Applications of Composite Materials, Chonbuk National University Press, chapter 6, 1-9.
KDS 14 20 10, Korea Construction Standards Center.
ACI 440, American Concrete Institute.
Abaqus for Windows, Simulia.
EUROCODE2, European Committee for Standardization.
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