Flexural Strength of RC Beams with GFRP Laminates

This paper presents results of an experimental and numerical study of the flexural behavior of reinforced concrete beams strengthened with glass-fiber-reinforced-polymer (GFRP) laminates. In the experimental program, 10 strengthened and 2 unstrengthened beams are tested to failure under monotonic loading. A number of external GFRP laminate layers and bond length of GFRP laminates in shear span are taken as the test variables. Longitudinal GFRP strain development and interfacial shear stress distribution from the tests are examined. The experimental results generally showed that both flexural strength and stiffness of reinforced concrete beams could be increased by such a bonding technique. In the numerical study, an 8-node interface element is developed to simulate the interface behavior between the concrete and GFRP laminates. This element is implemented into the MARC software package for the finite-element analyses of GFRP laminate strengthened reinforced concrete beams. Reasonably good correlations between experimental and numerical results are achieved.

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  • Supplemental Notes:
    • Abstract reprinted with permission from ASCE
  • Authors:
    • Chiew, Sing-Ping
    • Sun, Qin
    • Yu, Yi
  • Publication Date: 2007-9

Language

  • English

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Filing Info

  • Accession Number: 01080115
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Oct 26 2007 11:57AM