Results of push-out experimental tests on typical italian typology of hybrid steel-to-concrete beam are presented and discussed in order to provide insight on transfer mechanism between concrete and steel truss. Two specimens of a shallow beam are tested and experimental relationships between interaction force, total slip and strain in truss elements are shown; moreover, behaviour of specimens at failure is discussed.
Badalamenti, V., La Mendola, L., Scibilia, N., Colajanni, P., Pucinotti, R. (2008). Prove di push-out su travi reticolari miste. In Atti del 17. Congresso CTE (pp.193-202).
Prove di push-out su travi reticolari miste
BADALAMENTI, Valeria;LA MENDOLA, Lidia;SCIBILIA, Nunzio;COLAJANNI, Piero;
2008-01-01
Abstract
Results of push-out experimental tests on typical italian typology of hybrid steel-to-concrete beam are presented and discussed in order to provide insight on transfer mechanism between concrete and steel truss. Two specimens of a shallow beam are tested and experimental relationships between interaction force, total slip and strain in truss elements are shown; moreover, behaviour of specimens at failure is discussed.
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