This study presents an experimental study on compressive and flexural strengths of concrete reinforced by 3D Fiber Reinforced Polymer(FRP). This study is intended to investigate the potential of 3D FRP concrete composites against impact or explosive loadings. For the comparative study, non-reinforced specimen and specimens reinforced by 3D FRP are constructed and tested. 20mm×10mm 3D fiber and 25mm×20mm 3D fiber was set to be variable.

ABSTRACT
 1. 서 론
 2. 실험계획 및 방법
 3. 결 론
 References

• 장준호(계명대학교 건축토목공학부 토목공학전공) | Chang Chun-ho
• 김승직(계명대학교 건축토목공학부 토목공학전공) | Kim Sung-Jig
• 안종희(대구광역시 종합건설본부) | Ahn Jong-Jee