Archivio Istituzionale della RicercaIn this paper the authors present the results of an experimental investigation on plastic rotational capacity of prestressed hollow core concrete panels. In particular, this parameter is evaluated in prestressed precast elements at the ultimate loading capacity and the interaction between plastic behaviour, shear and bending resistance is taken into account. The tests were carried out on fifteen simply supported panels 220 mm deep, having three reinforcement percentages and five different slendernesses.
Experimental investigation on plastic rotational capacity of prestressed hollow core panels / Bosco, Crescentino; Debernardi, PIER GIORGIO. - (1996), pp. 131-138. (Intervento presentato al convegno First International Conference on Computational Methods and Testing for Engineering Integrity, CMT 96 tenutosi a Kuala Lumpur (MYS) nel 19-21 March 1996) [10.2495/CMT960131].
Experimental investigation on plastic rotational capacity of prestressed hollow core panels
BOSCO, CRESCENTINO;DEBERNARDI, PIER GIORGIO
1996
Abstract
In this paper the authors present the results of an experimental investigation on plastic rotational capacity of prestressed hollow core concrete panels. In particular, this parameter is evaluated in prestressed precast elements at the ultimate loading capacity and the interaction between plastic behaviour, shear and bending resistance is taken into account. The tests were carried out on fifteen simply supported panels 220 mm deep, having three reinforcement percentages and five different slendernesses.
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https://hdl.handle.net/11583/1408373
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