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Beam-tendon finite elements for post-tensioned steel-concrete composite beams with partial interaction
Abstract Although prestressing is a technique usually linked to reinforced concrete structures, composite steel-concrete beams may improve their mechanical behaviour through post-tensioning tendons. A particular feature of composite beams is the possibility of slip or partial interaction between the components as a result of the shear connection flexibility. This paper describes the development, implementation and test of a one-dimensional finite element formulation for the nonlinear analysis of steel-concrete composite beams prestressed by external tendons, fixed at discrete points along the steel component, taking into account the partial interaction between steel and concrete. Physical and geometrical nonlinearities are considered and a consistent derivation of the tangent stiffness matrix for the tendon is introduced. A recently developed procedure for state determination after prestressing operation is adapted for partially connected composite beams prestressed by external tendons. The accuracy and robustness of the finite element formulation is assessed by means of the comparison with a comprehensive series of experimental results.
Highlights A nonlinear FE formulation for post-tensioned steel concrete composite beams was presented. Beam and tendon elements simulate the prestressing step and load application. A consistent derivation for the tendon internal force and stiffness matrix was introduced. Partial interaction between steel and concrete is accounted for. Predictions of the proposed formulation agree well with several experiments from the literature.
Beam-tendon finite elements for post-tensioned steel-concrete composite beams with partial interaction
Abstract Although prestressing is a technique usually linked to reinforced concrete structures, composite steel-concrete beams may improve their mechanical behaviour through post-tensioning tendons. A particular feature of composite beams is the possibility of slip or partial interaction between the components as a result of the shear connection flexibility. This paper describes the development, implementation and test of a one-dimensional finite element formulation for the nonlinear analysis of steel-concrete composite beams prestressed by external tendons, fixed at discrete points along the steel component, taking into account the partial interaction between steel and concrete. Physical and geometrical nonlinearities are considered and a consistent derivation of the tangent stiffness matrix for the tendon is introduced. A recently developed procedure for state determination after prestressing operation is adapted for partially connected composite beams prestressed by external tendons. The accuracy and robustness of the finite element formulation is assessed by means of the comparison with a comprehensive series of experimental results.
Highlights A nonlinear FE formulation for post-tensioned steel concrete composite beams was presented. Beam and tendon elements simulate the prestressing step and load application. A consistent derivation for the tendon internal force and stiffness matrix was introduced. Partial interaction between steel and concrete is accounted for. Predictions of the proposed formulation agree well with several experiments from the literature.
Beam-tendon finite elements for post-tensioned steel-concrete composite beams with partial interaction
Sousa, João Batista M. Jr. (author) / Parente, Evandro Jr. (author) / Lima, Ésio M.F. (author) / Oliveira, Michelle V.X. (author)
Journal of Constructional Steel Research ; 159 ; 147-160
2019-04-05
14 pages
Article (Journal)
Electronic Resource
English
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