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Strength and Behaviour of Fibrous High-Strength Concrete columns

    Zaid Muhammad Kani Al-Azzawi

Anbar Journal of Engineering Sciences, 2012, Volume 5, Issue Issue العدد الخاص - الجزء الأول, Pages 123-137
10.37649/aengs.2012.69192

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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.
Keywords:
    columns Eccentricity Fiber Reinforcement High Strength Concrete ultimate strength
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(2012). Strength and Behaviour of Fibrous High-Strength Concrete columns. Anbar Journal of Engineering Sciences, 5(Issue العدد الخاص - الجزء الأول), 123-137. doi: 10.37649/aengs.2012.69192
Zaid Muhammad Kani Al-Azzawi. "Strength and Behaviour of Fibrous High-Strength Concrete columns". Anbar Journal of Engineering Sciences, 5, Issue العدد الخاص - الجزء الأول, 2012, 123-137. doi: 10.37649/aengs.2012.69192
(2012). 'Strength and Behaviour of Fibrous High-Strength Concrete columns', Anbar Journal of Engineering Sciences, 5(Issue العدد الخاص - الجزء الأول), pp. 123-137. doi: 10.37649/aengs.2012.69192
Strength and Behaviour of Fibrous High-Strength Concrete columns. Anbar Journal of Engineering Sciences, 2012; 5(Issue العدد الخاص - الجزء الأول): 123-137. doi: 10.37649/aengs.2012.69192
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This journal is licensed under a Creative Commons Attribution 4.0 International (CC-BY 4.0)

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