RC frames, when subjected to earthquake, must dissipate large amounts of energy. This can be achieved when the beam-column joints are designed in such a way that the plastic hinges form at a distance away from the column and the joint region remains elastic. In existing frames, a practical way to implement this behaviour is to use FRPs. In this study, two plain scaled-down sub-assemblies and five retrofitted/repaired specimens using a new technique called web-bonded FRP were tested under monotonic/cyclic loads. It was concluded that the use of FRPs can restore/upgrade the integrity of the joint, keeping/improving its strength, stiffness and ductility, and can relocate the plastic hinges away from the column. An analytical model was developed to calculate the ultimate moment capacity of the web-bonded FRP sections considering FRP rupture and tension failure modes. Design charts were also developed for use by practicing engineers. All specimens were then analysed by nonlinear finite element software ANSYS in order to calibrate the results obtained from the experiments.
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Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - RC frames, when subjected to earthquake, mustdissipate large amounts of energy. This can beachieved when the beam-column joints are designed insuch a way that the plastic hinges form at a distanceaway from the column and the joint region remainselastic. In existing frames, a practical way toimplement this behaviour is to use FRPs. In thisstudy, two plain scaled-down sub-assemblies and fiveretrofitted/repaired specimens using a new techniquecalled web-bonded FRP were tested undermonotonic/cyclic loads. It was concluded that the useof FRPs can restore/upgrade the integrity of thejoint, keeping/improving its strength, stiffness andductility, and can relocate the plastic hinges awayfrom the column. An analytical model was developed tocalculate the ultimate moment capacity of theweb-bonded FRP sections considering FRP rupture andtension failure modes. Design charts were alsodeveloped for use by practicing engineers. Allspecimens were then analysed by nonlinear finiteelement software ANSYS in order to calibrate theresults obtained from the experiments. Seller Inventory # 9783639035322
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