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Search for: [Abstract = "The impact of the composite action, the LVL slab thickness, the cross\-section of a steel girder and the steel grade on resistance to bending was evaluated. The load\-deflection curve of the composite beam was obtained using a 2D finite element model, in which timber failure was captured using the Hashin damage model. The results of the numerical simulation were in good agreement with the ones of the theoretical analyses."]

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