1. BEHAVIOR OF PRESTRESSED SIMPLE AND CONTINUOUS PARTIALLY COMPOSITE STEEL-CONCRETE BEAMS.
- Author
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EL-SHAER, Mohamed A. A. and MUKHTAR, Shymaa M.
- Subjects
- *
COMPOSITE construction , *STRAINS & stresses (Mechanics) , *FINITE element method - Abstract
In this paper, a non-linear finite element analysis (FEA) has been done to analyze the internal stresses and strains under static load up to failure for the concrete slab and steel beam sections for simple and continuous composite beams with external prestressing. The concrete slab is partially connected with steel I-beam section by headed stud (shear connectors). ANSYS computer program (version 15) has been used to analyze the threedimensional model. The nonlinear material and geometrical analysis based on Incremental -Iteration load method, is adopted. The reliability of the model was demonstrated by comparison with experimental results of simple prestressed composite beam carried out by another author. The results wash obtained by FEA solutions have shown good agreement with experimental results. The analysis for continuous prestressed composite beam covers: load deflection behavior, strain and stress in concrete slab and steel beam, force in shear connector, slipping between concrete and steel, and failure modes. [ABSTRACT FROM AUTHOR]
- Published
- 2016