Estudo Numérico e Experimental de Interacão Placa-Viga
Abstract
This work presents a numerical and experimental study of the plate-beam coupling.
A slab model made in acrylic with 90cmx90cm stiffued with beams of 0.82cmx4.00cm cross section was submitted to distributed loading and the results were compared with those obtained from numerical analysis. The slab was initially model as a tridimensional body, usind shell elements and later it was model as a plate, in the stiffuess considering or not its excentricity
A slab model made in acrylic with 90cmx90cm stiffued with beams of 0.82cmx4.00cm cross section was submitted to distributed loading and the results were compared with those obtained from numerical analysis. The slab was initially model as a tridimensional body, usind shell elements and later it was model as a plate, in the stiffuess considering or not its excentricity
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ISSN 2591-3522