A type of one-way concrete composite slabs made by strain hardening cementitious composites (SHCC) deck combined with high tensile reinforcements was developed and evaluated by four-point slab bending test. The SHCC material was considered to have an high-ductile and strain hardening behavior in tension after cracking. From experimental comparisons with conventional reinforced concrete slab, the proposed SHCC and high tensile reinforced concrete composite slab showed more improved responses both in service and ultimate load capacities as well as in control of crack width and deflection.

Abstract
 1. 서론
 2. SHCC 하프데크 및 복합슬래브 실험체의 제작
 3. 슬래브 재하 시험
  3.1 하중 재하 방법
  3.2 슬래브 시험체의 하중 재하 실험
  3.3 하중 재하에 따른 시험체 파괴양상
 4. 결론
 감사의 글
 References

• 문형주(조선대학교 건축공학, 박사과정, Dept. of Architectural Engineering, Chosun University) | Moon, Hyung-Joo
• 조창근(조선대학교 건축공학 교수, 공학박사, Dept. of Architectural Engineering, Chosun University) | Cho, Chang-Geun 교신저자