In this study, the lap joint performance for SFRC beam with different depths was evaluated. The specimens had the lap splice details using the high-strength headed reinforcement. For the SFRC beam with different depths, the headed reinforcement which is overlapped more than 20 times of the rebar diameter has sufficient lap-splicing performance.

• 이규선(한밭대학교 건축공학과, 석사과정) | Lee, Kyu-Seon
• 이해승(한밭대학교 건축공학과, 학사과정) | Lee, Hae-Seung
• 김승훈(한밭대학교 건축공학과 교수, 공학박사) | Kim, Seung-Hun Corresponding author