Earticle

초록

영어

The objective of this investigation is to study the elasto-plastic behavior of hybrid beams using precast ductile fiber reinforced cementitious composites(DFRCCs) from-work and normal concrete subjected to vertical load. The hybrid beam, which DFRCCs is filled with concrete, expected to raises durability of concrete. For comparison, DFRCCs beams using PolyVinyl
Alcohol fibers and Polypropylene fibers, and general reinforced concrete beam are tested. The length of specimens is 1920mm, the section is 170x270(mm), the thickness of the DFRCCs form is 35mm, the main bar is D13, the tie bar is D6. The research results clearly showed that the proposed hybrid beam showed stable hysterisis behaviors than general concrete beam.

목차

Abstract
 1. 서론
 2. 실험
  2.1 실험체 계획
  2.2 사용재료 및 배합
  2.3 재료시험 결과
  2.4 가력 및 측정방법
 3. 실험결과
  3.1 전단실험 후의 파괴형상
  3.2 모멘트-변형각 관계
  3.3 최대 균열폭
  3.4 강성변화율
  3.5 에너지 흡수능력
 4. 결론
 참고문헌

저자

• 안현진 [ An, Hyun-Jin | 동신대학교 건축공학과, 석사과정 ]
• 문연준 [ Moon, Youn-Joon | 동신대학교 문화건축학부, 교수 공학박사 ]
• 김순철 [ Kim, Soon-Chul | 동신대학교 문화건축학부, 교수 공학박사 ]
• 양일승 [ Yang, Il-Seung | 동신대학교 문화건축학부, 교수 공학박사 ]
• 황성철 [ Hwang, Sung-Chul | 부산대학교 건축공학과 BK21신진연구원, 공학박사 ]

참고문헌