The paper introduce the experimental program of investigation on the performance of RC beams strengthened with Uni-Directional Narrow Fabric. A total of twelve shear-critical specimens were constructed and experimentally investigated through static loading tests. Experimental parameters include the shear rebar, the type of fiber, and spacing of the fiber. Testing data were analyzed to investigate the performance of the specimens retrofitted or strengthened with Uni-Directional Narrow Fabric compared to the behavior of the non-retrofitted RC beam.

• 김시윤(계명대학교 건축공학전공, 박사과정) | Kim, Si Yun
• 장준호(계명대학교 토목공학전공 교수, 공학박사) | Chang, Chun Ho Corresponding author
• 김승직(계명대학교 건축공학전공 교수, 공학박사) | Kim, Sung Jig
• 신상영(계명대학교 토목공학전공, 박사과정) | Shin, Sang Young