In recent, high performance concrete structures can be developed using Ultra-High Performance Concrete (UHPC) which has mainly high compressive and tensile strength. Therefore, in reinforced concrete (RC) structures, it is possible to reduce structural elements and the cost of construction by reducing the amount of concrete and steel bars. This study compared and evaluated bending performances of RC and UHPC beams respectively and examined the design suitability of UHPC flexural members.

• 조창근(조선대학교 건축공학과) | Cho, Chang Geun 교신
• 김상완(조선대학교 건축공학과) | Kim, Sang Wan