The focus of the present work is on the assessment of design value Rd of the load bearing capacity of a reinforced concrete beam by means of a non-linear finite element model and a safety format. The RC structure under investigation is a simply supported beam with a span length of approximately 5.7 m and with nine circular holes in the web, with a diameter of 0.3 m and a spacing of 0.63 m. The partial factor and the global resistance safety formats are compared and the results obtained with each procedure are discussed.

Comparison between safety formats in nonlinear analysis of a reinforced concrete structure / Mancini, Giuseppe; Allaix, DIEGO LORENZO; Bertagnoli, Gabriele. - ELETTRONICO. - (2014). ((Intervento presentato al convegno 9TH INTERNATIONAL DIANA USERS MEETING tenutosi a Parma nel 4/5-NOVEMBER-2014.

Comparison between safety formats in nonlinear analysis of a reinforced concrete structure

MANCINI, Giuseppe;ALLAIX, DIEGO LORENZO;BERTAGNOLI, Gabriele
2014

Abstract

The focus of the present work is on the assessment of design value Rd of the load bearing capacity of a reinforced concrete beam by means of a non-linear finite element model and a safety format. The RC structure under investigation is a simply supported beam with a span length of approximately 5.7 m and with nine circular holes in the web, with a diameter of 0.3 m and a spacing of 0.63 m. The partial factor and the global resistance safety formats are compared and the results obtained with each procedure are discussed.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2574756
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