The load-deflection curve and neutral axis changing curve, which were drawn by data from tests were analyzed. Both of steel fiber and reinforcing bar habe effect to induce the behavior of segmental U-shaped girder. The combination of 0.7% or 1.0% steel fiber and reinforcing bar sowed the effective ductle behavior of segmental U-shaped girder. The relationship of load-deflection and the crack pattern indicate that the appropriate combination are UFS1.0 and CFS1.0

• 박선호((주)씨알디 연구원) | Park, Seon Ho
• 정민선((주)씨알디 대표이사) | Jeong, Min Seon
• 한상목(금오공과대학교 토목공학과 교수, 공학박사) | Han, Sang Mook