Analysis of Reinforced Concrete Deep Beams Using Nonlinear Strain Model

A nonlinear strain compatibility model is considered to investigate the behavior of reinforced concrete deep beams. It is based on satisfying equilibrium of stresses and compatibility of strains at all layers of the beam cross-section. A VISUAL BASIC code is developed for this model. Strain distribu...

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Bibliographic Details
Main Authors: Aya Abdel-Nasser, Tarek Sharaf, Hassan Ghatass, Emad Abdel-Galil
Format: Article
Language:English
Published: Port Said University 2017-09-01
Series:Port Said Engineering Research Journal
Subjects:
Online Access:https://pserj.journals.ekb.eg/article_33372_837326304fe752ed1ab64c891da02c3c.pdf