Finite element model for predicting post delamination behaviour in FRP-retrofitted beams in flexure

To predict the debonding load, shear stresses and strain profile along the FRP-concrete interface for FRP strengthened reinforced concrete members, eleven 4.5m long RC T-beams are built and tested to failure, and their complete load-deflection responses are measured. Three beams are not strengthened...

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Veröffentlicht in:	Construction & building materials 2017-01, Vol.131, p.195-204
Hauptverfasser:	Mostafa, Ahmed A.B., Razaqpur, A. Ghani
Format:	Artikel
Sprache:	eng
Schlagworte:	Analysis Analytical modelling Carbon fibre Debonding Delamination Finite element method Laminates Mechanical properties Reinforced concrete Stress transfer Stresses (Materials)
Online-Zugang:	Volltext
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