Deflection of Wide Hidden Beams in One-Way Slab Systems: A Nonlinear Finite Element Study

ZIAD N., TAQIEDDIN (2014) Deflection of Wide Hidden Beams in One-Way Slab Systems: A Nonlinear Finite Element Study. In: International Conference on Advances In Civil and Structural Engineering - CSE 2014, 02 - 03 August, 2014, Kuala Lumpur, Malaysia.

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Abstract

The effectiveness of compression reinforcement in controlling the deflection of a wide-hidden continuous reinforced concrete beam is studied using nonlinear finite element (FE) simulations. Concrete Damaged-Plasticity and reinforcing steel Elasto-Plasticity are used in the nonlinear FE simulations of ABAQUS. Results are compared to Elastic FE simulations as well as to conventional code procedures.

Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: Reinforced Concrete, Nonlinear Modelling, Finite Elements, Deflection Control, Damage Mechanics.
Depositing User: Mr. John Steve
Date Deposited: 27 May 2019 12:14
Last Modified: 27 May 2019 12:14
URI: http://publications.theired.org/id/eprint/2817

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