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Finite Element Modelling Of Composite Steel-Concrete Beams With External Prestressing
K. Chandramohanmouli,  N. Harish Kumar
In this paper, a nonlinear finite-element analyses have been carried out to investigate the behaviour up to failure of simply supported composite steel-concrete beams with external prestressing, in which a concrete slab is connected together with steel I-beam by means of headed stud shear connectors, subjected to symmetrically static loading. ANSYS computer program (version 12.0) has been used to analyze the three dimensional model. This covers: load deflection behavior, strain in concrete, strain in steel beam and failure modes. The nonlinear material and geometrical analysis based on Incremental-Iterative load method, is adopted. Three models have been analyzed to verify its capability and efficiency. The results obtained by finite element solutions have shown good agreement with experimental results.
Keywords- FINITE ELMENT, BEAM
Unique Identification Number - IJEDR1702295Page Number(s) - 1889-1907Pubished in - Volume 5 | Issue 2 | June 2017DOI (Digital Object Identifier) -    Publisher - IJEDR (ISSN - 2321-9939)
Cite this Article
K. Chandramohanmouli,  N. Harish Kumar,   "Finite Element Modelling Of Composite Steel-Concrete Beams With External Prestressing"
, International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.5, Issue 2, pp.1889-1907, June 2017, Available at :http://www.ijedr.org/papers/IJEDR1702295.pdf