Sharif University of Technology Scientia Iranica 1026-3098 22 6 2015 12 01 Evaluation of shear behavior of deep beams with shear reinforced with GFRP plate Evaluation of shear behavior of deep beams with shear reinforced with GFRP plate 2142 2149 3763 EN M.S. Kim Department of Architectural Engineering, Kyung Hee University, 1732, Deogyeong-daero, Giheung-gu, Yongin-si, Gyeonggi-do, 446-701, Korea H. Kim Department of Architectural Engineering, Kyung Hee University, 1732, Deogyeong-daero, Giheung-gu, Yongin-si, Gyeonggi-do, 446-701, Korea H. Park Department of Architectural Engineering, Kyung Hee University, 1732, Deogyeong-daero, Giheung-gu, Yongin-si, Gyeonggi-do, 446-701, Korea N. Ahn Department of Architectural Engineering, Sejong University, 209, Neungdong-ro, Gwangjin-gu, Seoul, 143-747, Korea Y.H. Lee Department of Architectural Engineering, Kyung Hee University, 1732, Deogyeong-daero, Giheung-gu, Yongin-si, Gyeonggi-do, 446-701, Korea Journal Article 2016 01 02 To evaluate the shear performance of deep beams reinforced with Glass Fiber Reinforced Polymer (GFRP) plate, a test was conducted on 8 specimens. Test variables included reinforcement, shear span ratio, area of reinforcement, and eective depth. The eects of the test parameters on the shear strength of the test specimens were evaluated. The test result showed that smaller span ratio leads to larger shear strength, and that increase in the area of reinforcement and eective length increased shear strength. All test results were compared with strut-and-tie models suggested by ACI 318 and CSA. https://scientiairanica.sharif.edu/article_3763_1eab800424ff86ad1f5346ba0f9d9f39.pdf