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Nonlinear analysis of composite steel-concrete structures
An efficient model for the material nonlinear behaviour of composite steel-concrete structures is presented. In a first approach a two-dimensional discretization is used for the implementation of the 3D constitutive description of each material or their interaction. Within the framework of linear kinematics the special properties of concrete are presented in this paper. As a low number of parameters was a strong design criterion for the approach presented all of them can be identified using the EC2- and EC4-standards or the CEB-FIP model code (3). The numerical simulation of 'classical' steel-concrete beams, which are composed of an upper concrete slab and a lower steel beam, connected at the interface by studs transmitting shear and normal forces, is mainly addressed.
Nonlinear analysis of composite steel-concrete structures
An efficient model for the material nonlinear behaviour of composite steel-concrete structures is presented. In a first approach a two-dimensional discretization is used for the implementation of the 3D constitutive description of each material or their interaction. Within the framework of linear kinematics the special properties of concrete are presented in this paper. As a low number of parameters was a strong design criterion for the approach presented all of them can be identified using the EC2- and EC4-standards or the CEB-FIP model code (3). The numerical simulation of 'classical' steel-concrete beams, which are composed of an upper concrete slab and a lower steel beam, connected at the interface by studs transmitting shear and normal forces, is mainly addressed.
Nonlinear analysis of composite steel-concrete structures
Haufe, A. (Autor:in) / Menrath, H. (Autor:in) / Ramm, E. (Autor:in)
1999
5 Seiten, 12 Quellen
Aufsatz (Konferenz)
Englisch
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