Earticle

초록

영어

This paper is an experimental study on the structural behavior of reinforced concrete beam when in using various of CFRP and the ductility of beams using various type of CFRP, It is complete and bends conduct, the stiffener against reinforcement beam it puts the place objective which a reinforcement effect in reinforcement quantity of RC beam examines closely a ductility conduct test, examines closely.

목차

Abstract
 1. 서론
 2. 문헌고찰
  2.1 연성에 대한 기본이론
  2.2 연성지수 산정방법
 3. 실험
  3.1 시험체 계획
  3.2 실험 결과
  3.3 보강방법에 대한 연성평가
  3.4 보강량에 대한 연성평가
 4. 결론
 참고문헌

저자

• 천우철 [ Cheon, U-Cheol | 영남대학교 건축학부 석사과정 ]
• 김윤태 [ Kim, Yun-Tae | 영남대학교 건축학부 박사수료 ]
• 박성무 [ Park, Sung-Moo | 영남대학교 건축학부 교수, 공학박사 ]

참고문헌