Results of monotonic and cyclic moment-curvature analyses on circular reinforced concrete bridge piers retrofitted with fiber-reinforced plastics (FRP) jackets are presented. The analyses are based on a new uniaxial model for concrete, in which the confinement effect is evaluated explicitly accounting for the lateral dilation of concrete and its interaction with the confining device.
Fiber-section analysis of RC bridge piers retrofitted with FRP jackets / Monti, Giorgio; Spoelstra, M. R.. - STAMPA. - 2:(1997), pp. 884-888. (Intervento presentato al convegno 15th ASCE Structures Congress tenutosi a Portland, Oregon, USA nel April).
Fiber-section analysis of RC bridge piers retrofitted with FRP jackets
MONTI, Giorgio;
1997
Abstract
Results of monotonic and cyclic moment-curvature analyses on circular reinforced concrete bridge piers retrofitted with fiber-reinforced plastics (FRP) jackets are presented. The analyses are based on a new uniaxial model for concrete, in which the confinement effect is evaluated explicitly accounting for the lateral dilation of concrete and its interaction with the confining device.File allegati a questo prodotto
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