Strength and Behaviour of  Fibrous High-Strength Concrete columns

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DC Field	Value	Language
dc.contributor.author	Al-Azzawi, Zaid	-
dc.date.accessioned	2022-10-23T04:56:22Z	-
dc.date.available	2022-10-23T04:56:22Z	-
dc.date.issued	2011	-
dc.identifier.uri	http://localhost:8080/xmlui/handle/123456789/5384	-
dc.description.abstract	The behaviour of high-strength fiber reinforced concrete columns was observed with a testing program of 7 columns, loaded eccentrically. The theory was analyzed by modifying the stress block diagram of concrete. The experimental results show that using high-strength fiber reinforced concrete with fiber volume fraction of 1.0%, increased the column ultimate capacity up to 40% in addition to increasing its ductility and toughness, significantly. The proposed theoretical analysis gave a good estimation of experimental results.	en_US
dc.subject	Columns	en_US
dc.subject	Eccentricity	en_US
dc.subject	Fiber Reinforcement	en_US
dc.subject	High Strength Concrete	en_US
dc.subject	Ultimate Strength	en_US
dc.title	Strength and Behaviour of Fibrous High-Strength Concrete columns	en_US
dc.type	Article	en_US
Appears in Collections:	هندسة السدود والموارد المائية

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