This work is focused on the resistance model uncertainties in non-linear finite element anal-yses (NLFEAs) for reinforced concrete structures under cyclic loading conditions. In detail, different walls experimentally tested are numerically reproduced by means of appropriate plane stress finite elements (FE) structural models within different assumptions and numeri-cal codes. After that, the values of the global resistances computed through numerical simu-lations are compared to the experimental outcomes to evaluate the influence of the different assumptions on the mechanical behaviour of reinforced concrete members subjected to cy-clic loads.

MODEL UNCERTAINTIES IN NLFEAS OF RC SYSTEMS UNDER CYCLIC LOADS / Castaldo, Paolo; Gino, Diego; Amendola, Guglielmo; Miceli, Elena. - ELETTRONICO. - 2:(2020), pp. 3527-3547. ((Intervento presentato al convegno EURODYN 2020 Proceedings of the XI International Conference on Structural Dynamics tenutosi a Athens, Greece nel 23-26 November 2020 [10.47964/1120.9289.20047].

MODEL UNCERTAINTIES IN NLFEAS OF RC SYSTEMS UNDER CYCLIC LOADS

Castaldo, Paolo;Gino, Diego;Amendola, Guglielmo;Miceli, Elena
2020

Abstract

This work is focused on the resistance model uncertainties in non-linear finite element anal-yses (NLFEAs) for reinforced concrete structures under cyclic loading conditions. In detail, different walls experimentally tested are numerically reproduced by means of appropriate plane stress finite elements (FE) structural models within different assumptions and numeri-cal codes. After that, the values of the global resistances computed through numerical simu-lations are compared to the experimental outcomes to evaluate the influence of the different assumptions on the mechanical behaviour of reinforced concrete members subjected to cy-clic loads.
978-618-85072-2-7
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11583/2858132