Earticle

초록

영어

This study is an experimental study to evaluate the tensile performance of an eccentric flange-bolted joint that cuts the one side of flange exposed to the outside to install finishing materials and prevent damage when connecting flanges of steel pipes. The characteristics of tensile behavior according to the number and thickness of flanges (flange thickness: 4.0, 4.5, 6.0, 8.0, 9.0 mm, number of bolts: 3, 4, 5) were investigated. In addition, it was simulated through linear finite element analysis, and as a result of the experiment, when the number of bolts and flange thickness of the eccentric joint increased, the yield strength and maximum strength except for some increased. It was found that the ductility decreased as the flange thickness increased. It was found that the yield strength and maximum strength decreased when the number of EFP bolts was 5 compared to when the number of bolts was 4. When estimating the cause of the decrease, it is considered that the bolt pitch is narrow, so the ductility of the plate is lowered, and the flange does not contribute to the overall tensile joint strength, and the tensile member alone reaches the maximum strength. Based on this study, various theoretical and numerical analysis studies should be conducted, and this series of studies can present economical and efficient guidelines for the installation and external finishing of steel pipe truss structures.

목차

Abstract
1. 서론
1.1 연구배경 및 목적 
1.2 연구범위 및 방법
2. 이론적 고찰
2.1 접합부 항복강도
2.2 플랜지 플레이트 모멘트
3. 실험 계획
3.1 재료 실험
3.2 실험체 제작
4. 해석
4.1 해석 모델
4.2 해석결과
5. 접합부 인장실험
5.1 하중-변위 곡선
5.2 실험체 파괴양상
5.3 접합부 강성
6. 결론
REFERENCES

저자

• 변상민 [ Byeon, Sang-min | 경북대학교 건설환경에너지공학부, 박사과정 ]
• 최열 [ Choi, Yeol | 경북대학교 건축학부 교수, 공학박사 ]
• 이수범 [ Lee, Soo-bum | 주식회사 주원엔지니어링, 대표이사 ]
• 강상구 [ Kang, Sanggoo | 경북대학교 건축안전기술연구소 연구원, 공학박사 ] Corresponding Author

참고문헌