Earticle

초록

영어

This paper focuses on the evaluation of bond strength of the CFRP-bar to concrete joint with NSM system. Based on the existing mathematical models, the bond strength variables such as sectional shape and perimeter of surface bond length, effectiveness of anchorage system, will be evaluated. The contributiveness of variables will be shown through the experimental test result and With these test result and indexes valuated, this paper provides basic data of the bond strength about the CFRP-bar to concrete joint with NSM system.

목차

Abstract
 1. 서론
 2. 기존연구 고찰
  2.1 선행연구(2012)
  2.2 R. Seracino et al.(2008)
 3. 실험계획
 4. 결론
 참고문헌

저자

• 김현호 [ Kim, Hyun-Ho | 영남대 대학원 석사과정 ]
• 여환준 [ Yeo, Hwan-Jun | 영남대 대학원 석사과정 ]
• 김성원 [ Kim, Sung-Won | 영남대 대학원 박사수료 ]
• 박성무 [ Park, Sung-Moo | 영남대 건축학부 교수, 공학박사 ] 교신저자

참고문헌