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Finite Element Analysis of Steel-Concrete Composite Girders
Finite element models for the analysis of solid slabs and precast hollow core slabs composite girders are presented. For both models, 8-node three-dimensional solid elements are used in the analysis. The material non-linearity of all components of the composite girders is taken into consideration. The non-linear load-slip characteristics of the headed shear stud connectors are included in the models. The models predict load – deflection behaviour and stress distribution along the length of the beam. Good agreement is obtained between the models and results previously published.
Finite Element Analysis of Steel-Concrete Composite Girders
Finite element models for the analysis of solid slabs and precast hollow core slabs composite girders are presented. For both models, 8-node three-dimensional solid elements are used in the analysis. The material non-linearity of all components of the composite girders is taken into consideration. The non-linear load-slip characteristics of the headed shear stud connectors are included in the models. The models predict load – deflection behaviour and stress distribution along the length of the beam. Good agreement is obtained between the models and results previously published.
Finite Element Analysis of Steel-Concrete Composite Girders
El-Lobody, Ehab (Autor:in) / Lam, Dennis (Autor:in)
Advances in Structural Engineering ; 6 ; 267-281
01.10.2003
15 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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