This SP contains 8 papers that were presented at a session sponsored by Joint ACI-ASCE technical commttee 447 at the ACI Fall Convention, October 2011 in Cincinnati, Ohio. The papers cover the modeling for strengthening for flexure, shear, torsion, and confinement of concrete. Where applicable, the papers cover comparisons of modeling results with experimental tests performed around the world.
Table of Contents
Investigation of hybrid FRP-UHPC beams under flexure with finite element method
Non-linear finite element modeling of RC beams strengthened using prestressed nsm CFRP rods subjected to cyclic loading
Numerical simulation of FRP shear-strengthened reinforced concrete girders
Development of a new constitutive model for analysis of RC elements retrofitted with FRP
Finite Element Modeling of Shear Deficient RC Beams Strengthened with NSM CFRP rods under Cyclic Loading
Modeling fire response of RC beams strengthened with CFRP laminates
Numerical procedure to generate interaction diagrams for circular concrete columns wrapped with FRP
Finite element and experimental investigation into patch anchor sizes used to enhance the bond performance of FRP-to-concrete joints
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