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Orientador(es)
Resumo(s)
Partially encased sections are made of composite steel and concrete casted between flanges.
They present an attractive solution in comparison with bare steel or reinforced concrete
counterparts. This paper intends to validate experimental results for bending and axial loading
members at room temperature, (Elghazouli et al, 2008). The experiments were conducted at
the Imperial College in London and aimed to provide essential data for validating future
analytical and design studies. This numerical comparison is based on three dimensional finite
element modelling, simulating bond contact and failure of concrete. The numerical results
agree well with experimental results.
Descrição
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Contexto Educativo
Citação
Piloto, P.A.G.; Ramos Gavilán, A.B.; Mesquita, L.M.R.; Meda, Alberto (2009). Inelastic behaviour of partially encased sections: numerical comparison. In 3rd International Conference on Integrity, Reliability & Failure. Porto, Portugal.