Title of article
Evaluation of shear behavior of deep beams with shear reinforced with GFRP plate
Author/Authors
Kim, M.S Department of Architectural Engineering - Kyung Hee University , Kim, H Department of Architectural Engineering - Kyung Hee University , Park, H Department of Architectural Engineering - Kyung Hee University , Ahn, N Department of Architectural Engineering - Sejong University , Lee, Y.H Department of Architectural Engineering - Kyung Hee University
Pages
8
From page
2142
To page
2149
Abstract
Abstract. 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.
Keywords
Shear reinforcement , Shear strength , Strut-and-tie model , Deep beam , Glass fiber reinforced polymer
Journal title
Astroparticle Physics
Serial Year
2015
Record number
2423178
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