Shear capacity of a Textile Reinforced Concrete (TRC) was investigated by an experimental study. Control beam (unstrengthened) and eight beams strengthened with TRC were fabricated to confirm the reinforcing performance in this study. Test variables considered the number, width, spacing of TRC, and reinforcing method accordance with type of attachment. As a results, it was validated that the shear capacity of beams strengthened with TRC in comparison with unstrengthened beam increased from 11.4% to 54.3% according to the amount of TRC. Experimental results indicated an increase in both load carrying and deformation capacities, and also ductility when using multiple layers of textile.

• 정규산(한국건설기술연구원 구조융합연구소 박사후연구원, 공학박사) | Jung Kyu San 교신저자
• 박기태(한국건설기술연구원 구조융합연구소 연구위원, 공학박사) | Park Ki Tae
• 서동우(한국건설기술연구원 구조융합연구소 전임연구원, 공학박사) | Seo Dong Woo
• 박준석(한국건설기술연구원 구조융합연구소 박사후연구원, 공학박사) | Park Joon Seok
• 한상훈(충북대학교 토목공학부 교수, 공학박사) | Han Sang Hoon