A numerical limit analysis methodology is adopted to predict the load-carrying capacity of steel reinforced concrete beams. The methodology, based on iterative elastic analyses, is here refined and implemented through a two-yield-criteria formulation where post-elastic behaviour of both concrete and reinforcement bars is taken into account. The effectiveness of the methodology is shown by the analysis of reinforced concrete beams.

Direct evaluation of the load-carrying capacity of steel-reinforced concrete beams by limit analysis

PISANO, Aurora Angela;FUSCHI, Paolo
2014

Abstract

A numerical limit analysis methodology is adopted to predict the load-carrying capacity of steel reinforced concrete beams. The methodology, based on iterative elastic analyses, is here refined and implemented through a two-yield-criteria formulation where post-elastic behaviour of both concrete and reinforcement bars is taken into account. The effectiveness of the methodology is shown by the analysis of reinforced concrete beams.
978-84-942844-7-2
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/20.500.12318/16694
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