- Volume 13 Issue 4
This paper deals with a numerical model for the time-dependent analysis of steel and concrete composite beams with partial shear connection. A linear partial interaction theory is adopted in formulation of structural slip behavior, and the effect of concrete creep and shrinkage are considered. The proposed model is effective in simulating the slip behavior, combined with concrete creep and shrinkage, of multi-span continuous composite beams. Finally, correlation studies and several parameter studies are conducted with the objective to establish the validity of the proposed model.
- Composite Steel and Concrete Structural Members Oehlers,D.J.;Bradford,M.A.
- Eurocode No.4: Design of Composite Steel and Concrete Structures: General Rules and Rules for Buildings, Revised draft Commission of the European Communities
- The Structure Engineer v.53 no.8 Partial-Interaction Design of Composite Beams Johnson,R.P.;May,I.M.
- Proc. Instn. Civ. Engrs. v.61 Applicability of Simple Plastic Theory to Continuous Composite Beams Johnson,R.P.;Hoper-Gill, M.C.
- J. of Struct. Engrg. v.118 no.10 Composite Beams with Partial Interaction under Service Loads Braford,M.A.;Gilbert,R.J.
- J. of Struct. Engrg. v.119 no.5 Simplified Creep Analysis of Composite Beams with Flexible Connectors Dezi,L.;lanni,C.;Tarantion,A.M.
- J. of Struct. Engrg. v.118 no.23 Creep Effects in Composite Beams with Flexible Shear Connectors Tarantino,A.M.;Dezi,L.
- Computers & Structures v.11 The Analysis of Composite Beams Using Standard Finite Element Programs Hirst,M.J.;Yeo,M.F.
- J. of Constructional Steel Research v.52 Analytical Modeling of Nonlinear Behavior of Composite Beams with Deformable Connection Gattesco,N.
- Int. J. of Solids and Structures v.37 Interface Forces in Composite Steel-Concrete Structure Sapountzakis,E.J.;Katsikadelis,J.T.
- State-of Art Report on Finite Element Analysis of Reinforced Concrete ASCE
- ACI Committee 209 Prediction of Creep. Shrinkage and Temperature Effects in Concrete Structure(2nd Draft) ACI
- CEB-FIP model code 1990 CEB-FIP Comite Euro-International du Beton
- J. of Struct. Engrg. v.116 no.12 Deterioration in Strength of Stud Connectors in Composite Bridge Beams Oehlers,D.J.
- J. of Struct. Engrg. v.121 no.2 Design and Assessment of Shear Connectors in Composite Bridge Beams Oehlers,D.J.
- J. of Struct. Engrg. v.121 no.6 Composite Beams with Limited-Slip-Capacity Shear Connectors Oehlers,D.J.;Sved,G.