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...
Main Author: | Hassan Falah Hassan |
---|---|
Format: | Article |
Language: | Arabic |
Published: |
Mustansiriyah University/College of Engineering
2015-01-01
|
Series: | Journal of Engineering and Sustainable Development |
Subjects: | |
Online Access: | https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/686 |
Similar Items
-
Behavior of Steel Fiber Reinforced Self Compacting Concrete Slabs under One-way Bending
by: Mohammed Hashim Mohammed
Published: (2015-06-01) -
Behaviour of One-Way Reinforcement Concrete Cantilever Slabs with Circle Openings
by: Yaseen Aws N., et al.
Published: (2021-01-01) -
structural behavior of fibrous reinforced concrete hollowcore one-way slabs strengthening by C.F.R.P
by: wassif khudair majeed, et al.
Published: (2016-02-01) -
Effect of concrete and reinforcement continuity on repairing mid-span zone in simply supported one-way slab
by: Kadhim Muhammad Jawad, et al.
Published: (2021-12-01) -
Structural Behavior of Fibrous Reinforced Concrete Hollow Core One-Way Slabs Strengthening by C.F.R.P
by: وصيف مجيد, et al.
Published: (2016-02-01)