This paper is to evaluate the flexural characteristics of 180MPa Ultra High Performance Concrete and reinforcing steel. In this study, the bending test is performed to evaluate the flexural characteristics considering cover depth. The stability of the cover depth proposed the structural design codes are evaluated on load-displacement. The results confirmed that the ductility has increased when the cover depth has increased.

• 김성준(정회원, 한국건설기술연구원, 구조융합연구소, 석사후연구원) | Kim, Seong-Jun
• 이정우(정회원, 한국건설기술연구원, 구조융합연구소, 수석연구원) | Lee, Jung Woo
• 곽임종(정회원, 한국건설기술연구원, 구조융합연구소, 수석연구원) | Kwahk, Im-Jong
• 조창빈(정회원, 한국건설기술연구원, 구조융합연구소, 연구위원) | Cho, Chang-Bin