In the actual research fields, the studies for applications of 180 MPa ultra-high-performance fiber reinforced composite (UHFRCC) to compressive members are limited due to its very high compressive strength. In this study, in order to find basic research data for the design specification of UHPFRCC compressive members, a series of draft experiments, including short columns with square and circular sections, were performed and its failure modes and behaviors were assessed.

ABSTRACT
 1. 서 론
 2. 중실 사각 기둥의 거동
 3. 중실 및 중공 원형 기둥의 거동
 4. 결 론
 References

• 민경환(충청대학교 공학기술연구원) | Min Kyung-Hwan
• 심원보(충청대학교 공학기술연구원) | Shim Won-Bo
• 장효범(충청대학교 공학기술연구원) | Jang Hyo-Beom
• 최홍식(충청대학교 토목공학과) | Choi Hong-Shik