Browsing by Author "Al-Mahaidi, R"

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    Bond characteristics of CFRP-strengthened concrete members subjected to cyclic temperature and mechanical stress at low humidity
    (Elsevier, 2017) Gamage, JCPH; Al-Mahaidi, R; Wong, B; Ariyachandra, MREF
    A total of fifty two CFRP strengthened concrete specimens were tested. In preliminary investigation, ten specimens were tested at ambient conditions with varying bond length. This indicated the effective bond length is in the range between 100 mm and 150 mm. The bond length of 150 mm was considered and fourty two specimens were prepared for detailed investigation. Thirty of them were conditioned under a range (0% - 50%) of sustained loading. All specimens were subjected to the temperature cycles of 20oC–50oC and constant relative humidity (30%) during conditioning. These specimens were tested using the singlelap shear test method at ambient conditions after 1800 hrs and 2250 hrs exposure for accelerated aging. The conditioned specimens showed the maximum strength reduction of 24%. The test results indicate that the concrete/epoxy interface as the weakest part of the composite in service life. Reduction in peak bond stress was noted from conditioned specimens with exposed level of sustained loading.
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    Effects of surface roughness and bond enhancing techniques on flexural performance of CFRP/concrete composites
    (Elsevier, 2017) Ariyachandra, MREF; Gamage, JCPH; Al-Mahaidi, R; Kalfat, R
    This paper reports a detailed test programme conducted on enhancing the flexural performance of Carbon Fiber Reinforced Polymer (CFRP) strengthened reinforced concrete beams to ensure prolonged composite action between CFRP laminate and concrete. The effects of surface preparation and alternative bonding techniques on the composite performance were investigated. In this regards, a total of 28 small-scale CFRP strengthened and non-strengthened reinforced concrete beams were tested using the three-point bending test method. This study clearly shows the importance of surface preparation and level of roughness on bond performance of CFRP/Concrete composites. The results also indicate the better performance in CFRP/epoxy/Polyester mesh hybrid arrangement when compare with CFRP strengthened concrete beams.