Flexural Behavior of Hybrid Tee Beams (Containing Reactive Powder Concrete and Normal Strength Concrete)
Reactive powder concrete has superior mechanical and structural properties but the major drawback of this new construction martial is its high cost. This research presents experimental study to investigate flexural behavior of hybrid tee beams and study the ability of using normal strength concre...
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| Format: | Article |
| Language: | Arabic |
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Mustansiriyah University/College of Engineering
2015-03-01
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| Series: | Journal of Engineering and Sustainable Development |
| Subjects: | |
| Online Access: | https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/809 |
| _version_ | 1817976227024076800 |
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| author | Hisham Mohammed Al-Hassani Jasim Mahmood Al-Kafaji Murtada Ameer Ismael |
| author_facet | Hisham Mohammed Al-Hassani Jasim Mahmood Al-Kafaji Murtada Ameer Ismael |
| author_sort | Hisham Mohammed Al-Hassani |
| collection | DOAJ |
| description |
Reactive powder concrete has superior mechanical and structural properties but the major drawback of this new construction martial is its high cost. This research presents experimental study to investigate flexural behavior of hybrid tee beams and study the ability of using normal strength concrete together with RPC in the same section to exploit the advantages of these two materials in optimal way. The experimental results showed that using RPC in the web and normal strength concrete in the flange effectively enhanced performance of hybrid T-section beams when compared with normal strength concrete T-beam, however, the increases in the first crack load, ultimate flexural load and ultimate deflection were 86.67%, 60% and 29.19% respectively, while, the increases for the case of using RPC in the flange and normal strength concrete in the web were 20%, 34.28% and 14.97 respectively when compared with normal strength concrete T-beam
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| first_indexed | 2024-04-13T21:59:44Z |
| format | Article |
| id | doaj.art-f983ce161a774954b09d9bab2a04ff5e |
| institution | Directory Open Access Journal |
| issn | 2520-0917 2520-0925 |
| language | Arabic |
| last_indexed | 2024-04-13T21:59:44Z |
| publishDate | 2015-03-01 |
| publisher | Mustansiriyah University/College of Engineering |
| record_format | Article |
| series | Journal of Engineering and Sustainable Development |
| spelling | doaj.art-f983ce161a774954b09d9bab2a04ff5e2022-12-22T02:28:08ZaraMustansiriyah University/College of EngineeringJournal of Engineering and Sustainable Development2520-09172520-09252015-03-01192Flexural Behavior of Hybrid Tee Beams (Containing Reactive Powder Concrete and Normal Strength Concrete)Hisham Mohammed Al-Hassani0Jasim Mahmood Al-Kafaji1Murtada Ameer Ismael2Building and Constructions Engineering Department, University of TechnologyCivil Engineering Department, College of Engineering, Al-Mustansiriyah UniversityCivil Engineering Department, College of Engineering, Al-Mustansiriyah University Reactive powder concrete has superior mechanical and structural properties but the major drawback of this new construction martial is its high cost. This research presents experimental study to investigate flexural behavior of hybrid tee beams and study the ability of using normal strength concrete together with RPC in the same section to exploit the advantages of these two materials in optimal way. The experimental results showed that using RPC in the web and normal strength concrete in the flange effectively enhanced performance of hybrid T-section beams when compared with normal strength concrete T-beam, however, the increases in the first crack load, ultimate flexural load and ultimate deflection were 86.67%, 60% and 29.19% respectively, while, the increases for the case of using RPC in the flange and normal strength concrete in the web were 20%, 34.28% and 14.97 respectively when compared with normal strength concrete T-beam https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/809Flexural BehaviorHybrid ConcreteReactive Powder Concrete & Tee Beams |
| spellingShingle | Hisham Mohammed Al-Hassani Jasim Mahmood Al-Kafaji Murtada Ameer Ismael Flexural Behavior of Hybrid Tee Beams (Containing Reactive Powder Concrete and Normal Strength Concrete) Journal of Engineering and Sustainable Development Flexural Behavior Hybrid Concrete Reactive Powder Concrete & Tee Beams |
| title | Flexural Behavior of Hybrid Tee Beams (Containing Reactive Powder Concrete and Normal Strength Concrete) |
| title_full | Flexural Behavior of Hybrid Tee Beams (Containing Reactive Powder Concrete and Normal Strength Concrete) |
| title_fullStr | Flexural Behavior of Hybrid Tee Beams (Containing Reactive Powder Concrete and Normal Strength Concrete) |
| title_full_unstemmed | Flexural Behavior of Hybrid Tee Beams (Containing Reactive Powder Concrete and Normal Strength Concrete) |
| title_short | Flexural Behavior of Hybrid Tee Beams (Containing Reactive Powder Concrete and Normal Strength Concrete) |
| title_sort | flexural behavior of hybrid tee beams containing reactive powder concrete and normal strength concrete |
| topic | Flexural Behavior Hybrid Concrete Reactive Powder Concrete & Tee Beams |
| url | https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/809 |
| work_keys_str_mv | AT hishammohammedalhassani flexuralbehaviorofhybridteebeamscontainingreactivepowderconcreteandnormalstrengthconcrete AT jasimmahmoodalkafaji flexuralbehaviorofhybridteebeamscontainingreactivepowderconcreteandnormalstrengthconcrete AT murtadaameerismael flexuralbehaviorofhybridteebeamscontainingreactivepowderconcreteandnormalstrengthconcrete |