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Information Journal Paper

Title

EVALUATION OF SHEAR BEHAVIOR OF DEEP BEAMS WITH SHEAR REINFORCED WITH GFRP PLATE

Pages

  2142-2149

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 effective depth. The effects 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 effective length increased SHEAR STRENGTH. All test results were compared with STRUT-AND-TIE MODELs suggested by ACI 318 and CSA.

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  • Cite

    APA: Copy

    KIM, M.S., KIM, H., PARK, H., AHN, N., & LEE, Y.H.. (2015). EVALUATION OF SHEAR BEHAVIOR OF DEEP BEAMS WITH SHEAR REINFORCED WITH GFRP PLATE. SCIENTIA IRANICA, 22(6 (TRANSACTIONS B: MECHANICAL ENGINEERING)), 2142-2149. SID. https://sid.ir/paper/290510/en

    Vancouver: Copy

    KIM M.S., KIM H., PARK H., AHN N., LEE Y.H.. EVALUATION OF SHEAR BEHAVIOR OF DEEP BEAMS WITH SHEAR REINFORCED WITH GFRP PLATE. SCIENTIA IRANICA[Internet]. 2015;22(6 (TRANSACTIONS B: MECHANICAL ENGINEERING)):2142-2149. Available from: https://sid.ir/paper/290510/en

    IEEE: Copy

    M.S. KIM, H. KIM, H. PARK, N. AHN, and Y.H. LEE, “EVALUATION OF SHEAR BEHAVIOR OF DEEP BEAMS WITH SHEAR REINFORCED WITH GFRP PLATE,” SCIENTIA IRANICA, vol. 22, no. 6 (TRANSACTIONS B: MECHANICAL ENGINEERING), pp. 2142–2149, 2015, [Online]. Available: https://sid.ir/paper/290510/en

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