Archivio Istituzionale della RicercaThis work estimates the partial safety factor corresponding to the resistance model uncertainties in non-linear finite element method analyses (NLFEAs) of reinforced concrete structures considering various structural typologies with different behaviours and failure modes (i.e., walls, deep beams, panels). The comparison between the two-dimensional NLFE structural model results and the experimental outcomes is carried out considering the possible solution strategies available to describe the mechanical behaviour of reinforced concrete members in different software codes. Several NLFE structural models are defined for each experimental test in order to investigate the resistance model uncertainty. Then, a consistent treatment of the resistance model uncertainties is proposed following a Bayesian approach identifying the mean value and the coefficient of variation of the resistance model uncertainties. Finally, in agreement with the safety formats for NLFEAs of reinforced concrete structures, the partial safety factor is calibrated.
Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems / Castaldo, P.; Gino, D.; La Mazza, D.; Bertagnoli, G.; Carbone, V. I.; Mancini, G.. - ELETTRONICO. - 42:(2020), pp. 3-15. (Intervento presentato al convegno ITALIAN CONCRETE DAYS Giornate AICAP 2018 - Congresso CTE “IL CALCESTRUZZO STRUTTURALE OGGI TEORIA - IMPIEGHI - MATERIALI – TECNICHE” tenutosi a Lecco nel 13-16 giugno 2018) [10.1007/978-3-030-23748-6_1].
Assessment of the Partial Safety Factor Related to Resistance Model Uncertainties in 2D NLFEAs of R.C. Systems
Castaldo P.;Gino D.;La Mazza D.;Bertagnoli G.;Carbone V. I.;Mancini G.
2020
Abstract
This work estimates the partial safety factor corresponding to the resistance model uncertainties in non-linear finite element method analyses (NLFEAs) of reinforced concrete structures considering various structural typologies with different behaviours and failure modes (i.e., walls, deep beams, panels). The comparison between the two-dimensional NLFE structural model results and the experimental outcomes is carried out considering the possible solution strategies available to describe the mechanical behaviour of reinforced concrete members in different software codes. Several NLFE structural models are defined for each experimental test in order to investigate the resistance model uncertainty. Then, a consistent treatment of the resistance model uncertainties is proposed following a Bayesian approach identifying the mean value and the coefficient of variation of the resistance model uncertainties. Finally, in agreement with the safety formats for NLFEAs of reinforced concrete structures, the partial safety factor is calibrated.
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https://hdl.handle.net/11583/2776593