ABOUT THE INTERNATIONAL CONCRETE ABSTRACTS PORTAL

  • The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

International Concrete Abstracts Portal

  


Title: Performance of LWSCC Beams Reinforced with GFRP Bars without Stirrups under Shear

Author(s): Shehab Mehany, Hamdy M. Mohamed, Brahim Benmokrane

Publication: Structural Journal

Volume:

Issue:

Appears on pages(s):

Keywords: beams; lightweight self-consolidating concrete (LWSCC); GFRP bars; lightweight aggregate (LWA); shear strength; shear failure and cracking; load deflection; strain; shear strength predictions; design codes

Date: 9/13/2022

Abstract:
Integrating glass fiber-reinforced polymer (GFRP) bars into lightweight self-consolidating concrete (LWSCC) would effectively contribute to producing lighter and more durable reinforced concrete (RC) structures. Nonetheless, the shear behavior of GFRP RC structures cast with LWSCC has not yet been fully defined. This paper reports experimental results on the behavior and shear strength of LWSCC beams reinforced with GFRP bars. The beams measured 3,100 mm (122.05 in.) long, 200 mm (7.87 in.) wide, and 400 mm (15.75 in.) deep. The test program included six beams reinforced with GFRP bars and one control beam reinforced with conventional steel bars for comparison purposes. The test variables were the reinforcement type and ratio and concrete density. The experimental results indicate that using LWSCC allowed for decreasing the self-weight of the RC beams (density of 1,800 kg/m3) (112.4 lb/ft3) compared to normal-weight concrete (NWC). All beams failed as a result of diagonal tension cracking. Increasing the axial stiffness of the longitudinal GFRP reinforcing bars improved the concrete shear capacity of the LWSCC beams. The test results of this study and the results for 42 specimens in the literature were compared to the current FRP shear design equations in the design guidelines, codes, and literature. Applying a concrete density reduction factor of 0.8 and 0.75 in the ACI 440.1R-15 and CSA S806-12 shear design equations, respectively, to take into account the influence of concrete density achieved an appropriate degree of conservatism equal to that of the equations for NWC beams.


ALSO AVAILABLE IN:

Electronic Structural Journal



  

Please enter this 5 digit unlock code on the web page.