Earticle

초록

영어

The purpose of this study is to investigate the bending strength of Hybrid beams composed of steel and reinforced concrete using nonlinear finite element analysis program. In this study, ABAQUS is used to analysis for hybrid beams whose experimental result was reported in the previous study. Analyzed result showed close relationship with experimental result in ultimate strength, validating FE modeling. Parametric study is conducted to find out the effect of concrete strength and encased length of steel beam on the ultimate strength.

목차

Abstract
 1. 서론
 2. 해석의 개요
  2.1 해석 실험체의 개요
  2.2 해석 모델링
 3. 해석결과
  3.1 최대 내력
  3.2 콘크리트 압축강도의 영향
  3.3 매입길이에 따른 내력변화
 4. 결론
 참고문헌

저자

• 백인성 [ Baek, In-Seong | 부경대학교 대학원, 석사과정 ]
• 안재혁 [ An, Jae-Hyeok | 부경대학교 건축학부 시간강사, 공학박사 ]
• 김영찬 [ Kim, Young-Chan | 부경대학교 건축학부 교수, 공학박사 ]
• 박천석 [ Park, Cheon-Seok | 부경대학교 건축학부 교수, 공학박사 ]

참고문헌