A model for the non-linear analysis of reinforced concrete beams, prestressed by external slipping cables, is presented. The numerical solution is obtained by the finite element method. Some applications to simply supported and continuous beams are performed to show the capability of the proposed method.
Behaviour of concrete beams prestressed by unbonded tendons
DALL'ASTA, Andrea;LEONI, Graziano;ZONA, Alessandro;
2002-01-01
Abstract
A model for the non-linear analysis of reinforced concrete beams, prestressed by external slipping cables, is presented. The numerical solution is obtained by the finite element method. Some applications to simply supported and continuous beams are performed to show the capability of the proposed method.File in questo prodotto:
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