It was studied structural design of nonuniform UHPC concrete structural members. UHPC concrete has the compressive strength of 120-200MPa, the tensile strength of 8-20MPa, and the tensile strain of 1.0-5.0%. There are two types of specimens of nonuniform members improved in bending and shear performances. The specimens were evaluated by beam load test induced by bending and shear failures.

• 김호연(조선대학교 철근콘크리트복합구조 연구실, 박사과정) | Kim, Hoyeon
• 조창근(조선대학교 건축학부 교수, 공학박사) | Cho, Chang-Geun
• 이승중(비젼종합건설 대표, 공학박사) | Lee, Seung-Jung