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Title: Flexural Behavior of High-Volume Fly Ash Concrete Beams: Experimental Study
Accession Number: 01553749
Record Type: Component
Record URL: Availability: Transportation Research Board Business Office 500 Fifth Street, NW Find a library where document is available Abstract: An experimental investigation was conducted to study both mechanical properties and the flexural strength of full-scale reinforced concrete beams constructed with both high-volume fly ash concrete—concrete with 70% of the cement replaced with fly ash—and conventional concrete (CC). The beams were tested under a simply supported four-point loading condition. The experimental cracking, yielding, and ultimate moments as well as deflection on ultimate load of the beams were compared with both the ACI 318-11 and Eurocode 2-05 provisions. Furthermore, the experimental flexural strengths of the beams were compared with both the modified compression field theory method and a flexural test database of CC specimens. Results of this study showed that the high-volume fly ash concrete beams had comparable flexural strength compared with the CC beams.
Monograph Title: Monograph Accession #: 01588951
Report/Paper Numbers: 15-1655
Language: English
Authors: Arezoumandi, MahdiOrtega, Carlos AVolz, Jeffery SPagination: pp 22–30
Publication Date: 2015
ISBN: 9780309369350
Media Type: Print
Features: Figures
(6)
; Photos; References
(19)
; Tables
(7)
TRT Terms: Uncontrolled Terms: Subject Areas: Bridges and other structures; Highways; Materials; I32: Concrete
Files: PRP, TRIS, TRB, ATRI
Created Date: Dec 30 2014 12:37PM
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