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...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Tikrit University
2015-02-01
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| Series: | Tikrit Journal of Engineering Sciences |
| Subjects: | |
| Online Access: | http://www.tj-es.com/ojs/index.php/tjes/article/view/178 |
| _version_ | 1797763235357655040 |
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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. |
| first_indexed | 2024-03-12T19:39:42Z |
| format | Article |
| id | doaj.art-b5fa4991a6ea45a095b5f20bf484388a |
| institution | Directory Open Access Journal |
| issn | 1813-162X 2312-7589 |
| language | English |
| last_indexed | 2024-03-12T19:39:42Z |
| publishDate | 2015-02-01 |
| publisher | Tikrit University |
| record_format | Article |
| series | Tikrit Journal of Engineering Sciences |
| spelling | doaj.art-b5fa4991a6ea45a095b5f20bf484388a2023-08-02T03:58:01ZengTikrit 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 |
| 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 |
| title | 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_short | Analytical Study Of Reinforced Concrete |
| title_sort | analytical study of reinforced concrete |
| 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 |