Nonlinear Finite Element Analysis of Reinforced Concrete Beams with Large Opening under Flexure

This paper describes a three- dimensional nonlinear finite element model suitable for the analysis of reinforced concrete Beams with Large Opening under Flexure. The 20-node isoparametric brick elements have been used to model the concrete. The nonlinear equations of equilibrium have been solved usi...

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Bibliographic Details
Main Authors: Ihsan Al-Shaarbaf, Nabil Al-Bayati
Format: Article
Language:English
Published: Unviversity of Technology- Iraq 2007-02-01
Series:Engineering and Technology Journal
Subjects:
Online Access:https://etj.uotechnology.edu.iq/article_181407_261c01aaf144c577e530ac550809e264.pdf