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Erschienen in:
2015 | OriginalPaper | Buchkapitel
Bond-Slip Response of FRP Sheets or Plates Bonded to Reinforced Concrete Beam Under Dynamic Loading
verfasst von : Mohammad Makki Abbass, Vasant Matsagar, A. K. Nagpal
Erschienen in: Advances in Structural Engineering
Verlag: Springer India
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Abstract
The performance of bond-slip of fiber reinforced polymer (FRP) sheets or plates bonded to reinforced concrete (RC) beam under dynamic loading are studied. Model for composite beam are developed and simulations are carried out by developing finite element (FE) models in ANSYS under static and dynamic loading. Parametric studied are carried out by varying width of the FRP sheets or plates, their thickness, and for compressive strength of concrete. The RC beam subjected to static load is designed according to the ACI 318-11 and ACI 440R-08. Further, the beams are subjected to dynamic loading by applying harmonic excitation. The performance of the composite beam is analyzed in terms of load-slip relationship. The theoretical results are compared with the results reported in the standard literature from experiments conducted.