A numerical limit analysis procedure, recently proposed by the authors, is here presented as a preliminary design tool for load carrying capacity evaluation of steel reinforced concrete elements. The effectiveness of the method is shown through a few simple applications on large-scale reinforced concrete (RC) prototypes. Weak points and advantages of the expounded procedure are pointed out.
A preliminary design tool for steel-reinforced concrete elements / De Domenico, D; Fuschi, Paolo; Pisano, Aurora Angela. - (2013). (Intervento presentato al convegno XXI Congresso AIMETA di Meccanica Teorica e Applicata tenutosi a Torino nel 17-20 settembre 2013).
A preliminary design tool for steel-reinforced concrete elements
FUSCHI, Paolo;PISANO, Aurora Angela
2013-01-01
Abstract
A numerical limit analysis procedure, recently proposed by the authors, is here presented as a preliminary design tool for load carrying capacity evaluation of steel reinforced concrete elements. The effectiveness of the method is shown through a few simple applications on large-scale reinforced concrete (RC) prototypes. Weak points and advantages of the expounded procedure are pointed out.| File | Dimensione | Formato | |
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