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An Experimental Study on Shear Behaviors for Reinforced Concrete Beams Embedded with GFRP Plate with Openings

매립형 유공 GFRP 판으로 보강된 RC보의 전단거동에 관한 실험적 연구

  • Received : 2012.02.06
  • Accepted : 2012.05.02
  • Published : 2012.08.31

Abstract

The purpose of this study is to experimentally investigate the shear behavior of reinforced concrete beams embedded with GFRP (glass fiber reinforced polymer) plate with openings. In this study, the parameters include the shape of reinforcement, reinforcement area, and thickness and width of reinforcements. The test was performed on 9 specimens with shear spanto-depth ratio of 2.8. When the reinforcement area was varied, the GFRP plate showed 3.6 times greater shear strength than steel stirrup. The test result showed that shear strength increased as reinforcement area increased. Also, when the shape of a parallelogram GFRP plate was used, it showed higher shear strength than that with rectangular shape. Effect of thickness and width of reinforcement showed that shear capacity increased as width increased. For a comparison study, a calculation of the shear strength of reinforced beams with GFRP plate based on the ACI 318M-08 was compared with the test results. The test results were compared with the maximum shear reinforcement areas required by ACI 318M-08, CSA-04, and EC2-02 provision.

Acknowledgement

Supported by : 한국연구재단

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  3. Evaluation of Shear Capacity According to Transverse Spacing of Wide Beam Shear Reinforced with Steel Plate with Openings vol.28, pp.3, 2015, https://doi.org/10.7734/COSEIK.2015.28.3.259
  4. Evaluation of Shear Strength for Wide Beam using GFRP Plate Shear Reinforcement vol.28, pp.3, 2015, https://doi.org/10.7734/COSEIK.2015.28.3.267