하이브리드 FRP-Concrete 복합말뚝의 연결부의 개발
(주)코리아스칼라
- 최초 등록일
- 2016.05.03
- 최종 저작일
- 2014.12
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서지정보
ㆍ발행기관 : 한국복합신소재구조학회
ㆍ수록지정보 : 복합신소재구조학회 논문집 / 5권 / 4호
ㆍ저자명 : 이형규, 박준석
목차
1. INTRODUCTION
2. Previous Research
3. Connection of HCFFT Pile
4. CONCLUSION
ACKNOWLEDGMENT
References
영어 초록
Due to the advantageous mechanical properties of the fiber reinforced polymeric plastics(FRP), their application in the construction industries is ever increasing trend, as a substitute of structural steel which is highly vulnerable under hazardous environmental conditions (i.e., corrosion, humidity, etc.). In this study, hybrid FRP-concrete composite pile (HCFFT) connection is suggested. The HCFFT is consisted of pultruded FRP unit module, filament wound FRP which is in the outside of mandrel composed of circular shaped assembly of pultruded FRP unit modules, and concrete which is casted inside of the circular tube shaped hybrid FRP pile. Therefore, pultruded FRP can increase the flexural load carrying capacity, filament wound FRP and concrete filled inside can increase axial load carrying capacity. In the study, connection capacity of HCFFT(small and mid size) is investigated throughout experiments and finite element method. From the results of experiments, we suggested the connection methods about HCFFT pile connection.
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