Analytical Study of Reinforced Concrete Continuous Deep Beams

Nonlinear finite element analyses is carried out using the ANSYS11 program to predict the ultimate load for two different types of reinforced concrete continuous two-span deep beams. Results of comparing analytical with experimental data demonstrates the accuracy of the program. The effects of longi...

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Main Authors: Hosam A. Dahaam, Omer F. Ibraheem
Format: Article
Language:English
Published: Tikrit University 2010-06-01
Series:Tikrit Journal of Engineering Sciences
Subjects:
Online Access:https://tj-es.com/ojs/index.php/tjes/article/view/550
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author Hosam A. Dahaam
Omer F. Ibraheem
author_facet Hosam A. Dahaam
Omer F. Ibraheem
author_sort Hosam A. Dahaam
collection DOAJ
description Nonlinear finite element analyses is carried out using the ANSYS11 program to predict the ultimate load for two different types of reinforced concrete continuous two-span deep beams. Results of comparing analytical with experimental data demonstrates the accuracy of the program. The effects of longitudinal reinforcement and web openings are studied and showed that the longitudinal reinforcement at top and middle region has little effect on the ultimate load, and the effect of web opening location has great effect on the ultimate load especially when the load path passes through the openings centerline. Web opening location also has great effect on values and distribution of shear and normal stresses especially at opening region.
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spelling doaj.art-bd439660fb6b4f1786cf898f916dffd42023-07-12T12:55:37ZengTikrit UniversityTikrit Journal of Engineering Sciences1813-162X2312-75892010-06-0117210.25130/tjes.17.2.06Analytical Study of Reinforced Concrete Continuous Deep BeamsHosam A. Dahaam0Omer F. Ibraheem1Civil Eng. Dept., Tikrit University, IraqCivil Eng. Dept., Tikrit University, IraqNonlinear finite element analyses is carried out using the ANSYS11 program to predict the ultimate load for two different types of reinforced concrete continuous two-span deep beams. Results of comparing analytical with experimental data demonstrates the accuracy of the program. The effects of longitudinal reinforcement and web openings are studied and showed that the longitudinal reinforcement at top and middle region has little effect on the ultimate load, and the effect of web opening location has great effect on the ultimate load especially when the load path passes through the openings centerline. Web opening location also has great effect on values and distribution of shear and normal stresses especially at opening region. https://tj-es.com/ojs/index.php/tjes/article/view/550Deep BeamFinite ElementReinforced ConcreteWeb opening
spellingShingle Hosam A. Dahaam
Omer F. Ibraheem
Analytical Study of Reinforced Concrete Continuous Deep Beams
Tikrit Journal of Engineering Sciences
Deep Beam
Finite Element
Reinforced Concrete
Web opening
title Analytical Study of Reinforced Concrete Continuous Deep Beams
title_full Analytical Study of Reinforced Concrete Continuous Deep Beams
title_fullStr Analytical Study of Reinforced Concrete Continuous Deep Beams
title_full_unstemmed Analytical Study of Reinforced Concrete Continuous Deep Beams
title_short Analytical Study of Reinforced Concrete Continuous Deep Beams
title_sort analytical study of reinforced concrete continuous deep beams
topic Deep Beam
Finite Element
Reinforced Concrete
Web opening
url https://tj-es.com/ojs/index.php/tjes/article/view/550
work_keys_str_mv AT hosamadahaam analyticalstudyofreinforcedconcretecontinuousdeepbeams
AT omerfibraheem analyticalstudyofreinforcedconcretecontinuousdeepbeams