Experimental Study of Fibrous High Strength Self-Compacting Concrete One-Way Slabs
The experimental work of this study includes testing sixteen reinforced concrete one-way slabs cast using high strength self-compacting concrete (HSSCC) with using steel fibers to evaluate their flexural behavior and strength. The slabs were subjected to concentrated transverse loads (loads were...
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Format: | Article |
Language: | Arabic |
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Mustansiriyah University/College of Engineering
2015-01-01
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Series: | Journal of Engineering and Sustainable Development |
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Online Access: | https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/686 |
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author | Hassan Falah Hassan |
author_facet | Hassan Falah Hassan |
author_sort | Hassan Falah Hassan |
collection | DOAJ |
description |
The experimental work of this study includes testing sixteen reinforced concrete one-way slabs cast using high strength self-compacting concrete (HSSCC) with using steel fibers to evaluate their flexural behavior and strength. The slabs were subjected to concentrated transverse loads (loads were distributed across the entire width of the slab) at the third points. All tested slabs have dimensions of 1000×450×50 or 70 mm. The parameters considered are slab thickness, steel reinforcement ratio (ρ) and steel fiber volumetric ratio (Vf). The effect of these parameters on the behavior of the tested slabs included investigation of deflection, failure mode, and ultimate loads. Two different failure modes were predicted either flexural tension mode or flexural shear mode or a combination of these two.
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first_indexed | 2024-04-13T22:04:40Z |
format | Article |
id | doaj.art-f32e58ad39d248b39ce49476d387180d |
institution | Directory Open Access Journal |
issn | 2520-0917 2520-0925 |
language | Arabic |
last_indexed | 2024-04-13T22:04:40Z |
publishDate | 2015-01-01 |
publisher | Mustansiriyah University/College of Engineering |
record_format | Article |
series | Journal of Engineering and Sustainable Development |
spelling | doaj.art-f32e58ad39d248b39ce49476d387180d2022-12-22T02:28:00ZaraMustansiriyah University/College of EngineeringJournal of Engineering and Sustainable Development2520-09172520-09252015-01-01191Experimental Study of Fibrous High Strength Self-Compacting Concrete One-Way SlabsHassan Falah Hassan0Civil Engineering Department, College of Engineering, Al-Mustansyriah University, Baghdad, Iraq The experimental work of this study includes testing sixteen reinforced concrete one-way slabs cast using high strength self-compacting concrete (HSSCC) with using steel fibers to evaluate their flexural behavior and strength. The slabs were subjected to concentrated transverse loads (loads were distributed across the entire width of the slab) at the third points. All tested slabs have dimensions of 1000×450×50 or 70 mm. The parameters considered are slab thickness, steel reinforcement ratio (ρ) and steel fiber volumetric ratio (Vf). The effect of these parameters on the behavior of the tested slabs included investigation of deflection, failure mode, and ultimate loads. Two different failure modes were predicted either flexural tension mode or flexural shear mode or a combination of these two. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/686Self- compacting concreteFiber reinforced concreteOne-way slab |
spellingShingle | Hassan Falah Hassan Experimental Study of Fibrous High Strength Self-Compacting Concrete One-Way Slabs Journal of Engineering and Sustainable Development Self- compacting concrete Fiber reinforced concrete One-way slab |
title | Experimental Study of Fibrous High Strength Self-Compacting Concrete One-Way Slabs |
title_full | Experimental Study of Fibrous High Strength Self-Compacting Concrete One-Way Slabs |
title_fullStr | Experimental Study of Fibrous High Strength Self-Compacting Concrete One-Way Slabs |
title_full_unstemmed | Experimental Study of Fibrous High Strength Self-Compacting Concrete One-Way Slabs |
title_short | Experimental Study of Fibrous High Strength Self-Compacting Concrete One-Way Slabs |
title_sort | experimental study of fibrous high strength self compacting concrete one way slabs |
topic | Self- compacting concrete Fiber reinforced concrete One-way slab |
url | https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/686 |
work_keys_str_mv | AT hassanfalahhassan experimentalstudyoffibroushighstrengthselfcompactingconcreteonewayslabs |