In this paper, anchorage behavior of high-strength headed rebar with minimum edge distance was evaluated. The experimental parameters are the compressive strengths of concrete, the strengths and the anchorage lengths of headed rebar. The maximum pullout strengths and final failure modes were evaluated through the experiment.

Abstract
 1. 서 론
 2. 실험계획 및 방법
 3. 실험결과 및 결론
 참고문헌

• 이창용(한밭대학교 건축공학과) | Lee Changyong
• 김승훈(한밭대학교 건축공학과) | 김승후 교신저자