This study was aimed to investigate the effect of aggregate size on the tensile behavior of highly ductile fiber-reinforced cementitious composites. Partial applying 5.6mm coarse aggregate instead of micro silica sand was considered. It was revealed that the fiber-reinforced cementitous composites with 5.6 mm coarse aggregate as well as micro silica sand still showed enough tensile strain capacity more than 5% and limited crack width less than 150 ㎛.

• 강수태(대구대학교 건설시스템공학과 조교수, 공학박사) | Kang, Su-Tae 교신저자
• 김기도(대구대학교 건설시스템공학과, 학사과정) | Kim, Ki-Do
• 전우수(대구대학교 건설시스템공학과, 학사과정) | Jeon, Woo-Su