Deflection of Wide Hidden Beams in One-Way Slab Systems: A Nonlinear Finite Element Study
Author(s) : ZIAD N. TAQIEDDIN
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
No fo Author(s) : 1
Page(s) : 197 - 201
Electronic ISSN : 2250 - 3765
Volume 4 :
Issue 4
Full Paper PDF
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