Strain Hardening Cement-based Composites(SHCCs) are attractive materials for energy dissipation and crack damage mitigation. This study investigated the flexural performance of SHCC beams layered Strain-Hardening Cement-based Composite(SHCC). The flexural behavior of RC beams carried out four-point loading test. Test results indicated that PE30_20 compared with Con30 initial cracking load, the stiffness, the yielding strength was higher.

• 김준수(정회원, 충남대학교 고지능콘크리트구조연구실 석사과정) | Kim, June-Su
• 윤현도(정회원, 충남대학교 건축공학과 교수, 공학박사) | Yun, Hyun-Do
• 김성호(정회원, 충남대학교 고지능콘크리트구조연구실 석사과정) | Kim, Sung-Ho
• 어중걸(정회원, 충남대학교 고지능콘크리트구조연구실 석사과정) | Yu, Zhong-Jie
• 윤상기(㈜태영건설 중부영업지사 건축부장) | Yoon, Sang-Ki