In this research, new structural design and manufacturing method of atypical irregular UHPC structural members were newly introduced. The atypical irregular UHPC member was optimized to design from the conventional rectangular section and a method of nonuniform formwork system was newly created to manufacture the irregular member. The specimens were evaluated by analysis and the newly designed member was improved in bending performance by 2.6 times compared to conventional rectangular concrete beams.

Abstract
 1. 서 론
 2. 초고강도 콘크리트 적용 비정형 휨 부재 설계(안)
  2.1 휨 지배 형: 부재의 비정형 형상 설계(안)
  2.2 초고강도 콘크리트 적용 비정형 휨 부재 실험체 제작 방법
 3. 초고강도 콘크리트 적용 비정형 휨 부재 설계강도평가
 4. 결 론
 참고문헌

• 조창근(조선대학교 건축학부) | Cho, Chang Geun
• 김호연(조선대학교 철근콘크리트복합구조 연구실) | Kim, Hoyeon
• 강주원(영남대학교 건축학부) | Kang, Joo-Won