Earticle

초록

영어

This study was conducted to determine an economically viable and workable method of bolting the longitudinal double angle to the web of the H-beam. Experiments and FEM analysis were conducted to demonstrate the effectiveness of the reinforcement method. Experiments and analysis demonstrated that the reinforced beams outperformed the standard H-shaped steel beams in terms of strength. It was also demonstrated that the specimen reinforced with the beam web retained its strength even when loaded to a large end rotation angle of approximately 6%, exceeding the yield flexural strength measured. It was determined that angle reinforcement could increase the strength by at least 14%. The experiment was simulated using finite element analysis, and the resulting stress distribution and equivalent plastic strain distribution confirmed that the web reinforcement angle contributed to the stiffness and strength of the structure.

목차

Abstract
1. 서론
1.1 연구 목적
1.2 연구 방법
2. 실험연구
2.1 실험 설계
2.2 실험셋업 및 계측
2.3 소재인장실험 결과
3. 실험결과 분석
3.1 실험체 강도 및 강성
3.2 변형률 및 중립축
4. 실험검증을 위한 수치해석연구
4.1 유한요소모델링
4.2 유한요소해석 검증
5. 결론
REFERENCES

키워드

저자

• 김대경 [ Kim, Dae-Kyung | 울산대학교 건축학부 조교수, 공학박사 ]
• 김성용 [ Kim, Sung-Yong | 창원대학교 건축학부 조교수, 공학박사 ] Corresponding Author
• 한채희 [ Han, Chae-Hee | (주)스틸코리아, 연구원 ]
• 김리하 [ Kim, Ri-Ha | (주)스틸코리아, 연구원, 공학석사 ]
• 박대열 [ Park, Dae-Youl | (주)스틸코리아, 연구원, 공학박사 ]

참고문헌

발행기관

간행물

표지보기 관심저널 등록

• 간행물명

  대한건축학회연합논문집 [Journal of the Regional Association of Architectural Institute of Korea]

• 간기

  격월간

• pISSN

  1229-5752

• 수록기간

  1999~2026

• 등재여부

  KCI 등재

• 십진분류

  KDC 540 DDC 690