Parameters Effect the Behavior of Spandrel Beams

ANIS, A.MOHAMAD ALI and RASHA, M.SALMAN (2015) Parameters Effect the Behavior of Spandrel Beams. In: Third International Conference on Advances in Civil, Structural and Mechanical Engineering- CSM 2015, 26 - 27 May,2015, Birmingham B42 2SU, UNITED KINGDOM.

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Abstract

This paper studies interaction response between the spandrel beam and floor beams with different floor beam properties using ANSYS14.0 nonlinear models. A three-dimensional finite element models have been established to provide a numerical solution as an alternative theoretical approach with some acceptable accuracy. The calculated ultimate loads, torque and angel of twist are compared with the experimental observation of twenty two statically indeterminate spandrel-floor beams and very good agreement is observed. Parametric study are presented to clarify the effect of floor beam length to the spandrel beam length ratio, depth of the floor beam to spandrel beam ratio. Empirical expressions are presented.

Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: reinforced concrete Spandrel beams, ,floor beam, compatibility torsion, ANSYS 14.0.
Depositing User: Mr. John Steve
Date Deposited: 29 Apr 2019 11:44
Last Modified: 29 Apr 2019 11:44
URI: http://publications.theired.org/id/eprint/1690

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