Based on a theoretical model, recently proposed by the authors for the viscoelastic analysis of composite steel-concrete beams, a further analysis is developed to investigate numerically the mutual influence between concrete creep, connection deformability and shear-lag effect.
Mutual effects between creep, connection deformability and shear-lag in steel-concrete composite bridges / Gara, F., G., L., A. M., T.. - (2001), pp. 785-790. (6th Int. Conf. on Creep, Shrinkage and Durability Mechanics of concrete and other quasi-brittle Material - Concreep6 M.I.T. Cambridge, USA 20-22 August 2001).
Mutual effects between creep, connection deformability and shear-lag in steel-concrete composite bridges
GARA, Fabrizio;
2001-01-01
Abstract
Based on a theoretical model, recently proposed by the authors for the viscoelastic analysis of composite steel-concrete beams, a further analysis is developed to investigate numerically the mutual influence between concrete creep, connection deformability and shear-lag effect.File in questo prodotto:
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