Analytical Study Of Reinforced Concrete

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 long...

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Bibliographic Details
Main Authors: Hosam A. Dahaam, Omer F. Ibraheem
Format: Article
Language:English
Published: Tikrit University 2015-02-01
Series:Tikrit Journal of Engineering Sciences
Subjects:
Online Access:http://www.tj-es.com/ojs/index.php/tjes/article/view/178
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spelling doaj-b5fa4991a6ea45a095b5f20bf484388a2020-11-25T00:17:35ZengTikrit UniversityTikrit Journal of Engineering Sciences1813-162X2312-75892015-02-011725877120Analytical Study Of Reinforced ConcreteHosam A. DahaamOmer F. IbraheemNonlinear 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.http://www.tj-es.com/ojs/index.php/tjes/article/view/178Deep Beam, Finite Element, Reinforced Concrete, Web opening
collection DOAJ
language English
format Article
sources DOAJ
author Hosam A. Dahaam
Omer F. Ibraheem
spellingShingle Hosam A. Dahaam
Omer F. Ibraheem
Analytical Study Of Reinforced Concrete
Tikrit Journal of Engineering Sciences
Deep Beam, Finite Element, Reinforced Concrete, Web opening
author_facet Hosam A. Dahaam
Omer F. Ibraheem
author_sort Hosam A. Dahaam
title Analytical Study Of Reinforced Concrete
title_short Analytical Study Of Reinforced Concrete
title_full Analytical Study Of Reinforced Concrete
title_fullStr Analytical Study Of Reinforced Concrete
title_full_unstemmed Analytical Study Of Reinforced Concrete
title_sort analytical study of reinforced concrete
publisher Tikrit University
series Tikrit Journal of Engineering Sciences
issn 1813-162X
2312-7589
publishDate 2015-02-01
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.
topic Deep Beam, Finite Element, Reinforced Concrete, Web opening
url http://www.tj-es.com/ojs/index.php/tjes/article/view/178
work_keys_str_mv AT hosamadahaam analyticalstudyofreinforcedconcrete
AT omerfibraheem analyticalstudyofreinforcedconcrete
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