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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 (author) / Lam, Dennis (author)
Advances in Structural Engineering ; 6 ; 267-281
2003-10-01
15 pages
Article (Journal)
Electronic Resource
English
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