Experimental study of fibrous high strength self-compacting concrete one-way slabs
Other Title(s)
دراسة عملية للبلاطات الخرسانة أحادية الاتجاه ذاتية الرص عالية المقاومة و المسلحة بالألياف
Author
Source
Journal of Engineering and Development
Issue
Vol. 19, Issue 1 (31 Jan. 2015), pp.50-67, 18 p.
Publisher
al-Mustansyriah University College of Engineering
Publication Date
2015-01-31
Country of Publication
Iraq
No. of Pages
18
Main Subjects
Abstract EN
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.
American Psychological Association (APA)
Hasan, Hasan Falah. 2015. Experimental study of fibrous high strength self-compacting concrete one-way slabs. Journal of Engineering and Development،Vol. 19, no. 1, pp.50-67.
https://search.emarefa.net/detail/BIM-830170
Modern Language Association (MLA)
Hasan, Hasan Falah. Experimental study of fibrous high strength self-compacting concrete one-way slabs. Journal of Engineering and Development Vol. 19, no. 1 (Jan. 2015), pp.50-67.
https://search.emarefa.net/detail/BIM-830170
American Medical Association (AMA)
Hasan, Hasan Falah. Experimental study of fibrous high strength self-compacting concrete one-way slabs. Journal of Engineering and Development. 2015. Vol. 19, no. 1, pp.50-67.
https://search.emarefa.net/detail/BIM-830170
Data Type
Journal Articles
Language
English
Notes
Record ID
BIM-830170