Creep Analysis of Composite Steel-Concrete Members with Deformable Connectors

by F. Mola, Politecnico di Milano, Milano, Italy,



Document Type: Proceeding Paper

Part of: Structures Congress XII

Abstract:

The long-term analysis of composite steel-concrete beams with elastically deformable connectors is presented. The basic integro-differential equation governing the problem is solved by means of the Fourier series technique together with the Reduced Relaxation Function Method for which a simplified approach based on an algebraic form of the creep constitutive law is proposed. The obtained results and the level of accuracy are then widely discussed.



Subject Headings: Steel structures | Composite materials | Concrete structures | Concrete beams | Steel beams | Elastic analysis | Composite beams | Girders

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