LOAD-DEFORMATION BEHAVIOR OF STEEL FIBER REINFORCED-CONCRETE BEAMS

Presents a computer algorithm that analyzes the complete moment-curvature and load-deflection behavior of steel fiber reinforced concrete (SFRC) beams. An empirical stress-strain law for fibrous concrete proposed by Ezeldin and Balaguru has been incorporated into the present computer program. A tota...

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Veröffentlicht in:	ACI structural journal 1992-11, Vol.89 (6), p.650-657
Hauptverfasser:	HSU, CTT, HE, RL, EZELDIN, AS
Format:	Artikel
Sprache:	eng
Schlagworte:	Construction & Building Technology Engineering Engineering, Civil Materials Science Materials Science, Multidisciplinary Science & Technology Technology
Online-Zugang:	Volltext
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Beschreibung
Zusammenfassung:	Presents a computer algorithm that analyzes the complete moment-curvature and load-deflection behavior of steel fiber reinforced concrete (SFRC) beams. An empirical stress-strain law for fibrous concrete proposed by Ezeldin and Balaguru has been incorporated into the present computer program. A total of 11 SFRC simple beams with two-point loading were analyzed. It has been found that there is a good correlation between theoretical and experimental load-deformation behavior of steel fiber reinforced concrete beams.
ISSN:	0889-3241 1944-7361
DOI:	10.14359/4135