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- W2181576476 abstract "An extension of a model, which can simulate the bond-slip effect at the interface between the slab and the girder of composite beams, in cyclic loading condition is introduced. The model is based on non-linear finite element (FE) method adopting a simple beam element for which the nodal degree of freedom is only two (one lateral deflection and one rotation) even without taking a double node. Hysteresis models of concrete and steel are adopted to implement cyclic stress-strain relations. An incremental approach to replicate the non-linear cyclic shear behaviour of shear connectors and a unique iteration method searching double neutral axis are also proposed. The performance of the model is verified by comparing the analysis results by the model with experimental results for a simply supported composite beam structure under cyclic load." @default.
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- W2181576476 date "2012-08-20" @default.
- W2181576476 modified "2023-10-18" @default.
- W2181576476 title "Structural Response of a Composite Beam subject to Cyclic Loading Conditions considering the Interfacial Slip Effect" @default.
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- W2181576476 doi "https://doi.org/10.4203/ccp.99.151" @default.
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