Experimental investigation of shear-critical reactive powder concrete beams without web reinforcement
Other Title(s)
الاستقصاء العملي لعتبات خرسانة المساحيق الفعالة الخالية من تسليح القص
Joint Authors
Sarsam, Qays Fuad
al-Shaarbaf, Ihsan Ali Saib
Rida, Maha Muhammad Saeed
Source
Engineering and Technology Journal
Issue
Vol. 30, Issue 17 (31 Dec. 2012), pp.2999-3022, 24 p.
Publisher
Publication Date
2012-12-31
Country of Publication
Iraq
No. of Pages
24
Main Subjects
Topics
Abstract AR
An experimental investigation was conducted on the behavior of ultra-high strength reactive powder concrete (RPC) beams.
Fifteen singly reinforced beams were cast without web reinforcement.
The main variables were the steel fiber content, longitudinal steel ratio, shear span to effective depth (a/d) ratio and silica fume content.
The maximum concrete matrix compressive strength f'cf was 110 MPa, containing one type of fiber.
An empirical expression is proposed to predict the shear stress resistance of RPC beams without web reinforcement.
The proposed expressions gave good prediction for shear strength.
Abstract EN
An experimental investigation was conducted on the behavior of ultra-high strength reactive powder concrete (RPC) beams.
Fifteen singly reinforced beams were cast without web reinforcement.
The main variables were the steel fiber content, longitudinal steel ratio, shear span to effective depth (a / d) ratio and silica fume content.
The maximum concrete matrix compressive strength f'cf was 110 MPa, containing one type of fiber.
An empirical expression is proposed to predict the shear stress resistance of RPC beams without web reinforcement.
The proposed expressions gave good prediction for shear strength.
American Psychological Association (APA)
Sarsam, Qays Fuad& al-Shaarbaf, Ihsan Ali Saib& Rida, Maha Muhammad Saeed. 2012. Experimental investigation of shear-critical reactive powder concrete beams without web reinforcement. Engineering and Technology Journal،Vol. 30, no. 17, pp.2999-3022.
https://search.emarefa.net/detail/BIM-320714
Modern Language Association (MLA)
al-Shaarbaf, Ihsan Ali Saib…[et al.]. Experimental investigation of shear-critical reactive powder concrete beams without web reinforcement. Engineering and Technology Journal Vol. 30, no. 17 (2012), pp.2999-3022.
https://search.emarefa.net/detail/BIM-320714
American Medical Association (AMA)
Sarsam, Qays Fuad& al-Shaarbaf, Ihsan Ali Saib& Rida, Maha Muhammad Saeed. Experimental investigation of shear-critical reactive powder concrete beams without web reinforcement. Engineering and Technology Journal. 2012. Vol. 30, no. 17, pp.2999-3022.
https://search.emarefa.net/detail/BIM-320714
Data Type
Journal Articles
Language
English
Notes
Includes appendices : p. 3009-3022
Record ID
BIM-320714
