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Evaluation of shear strength of fibre-reinforced concrete beams
AbstractA method is proposed to calculate the ultimate shear strength of fibre-reinforced concrete rectangular beams without stirrups. The method shows good agreement with published test results of 89 beams which failed in shear. The published data were also used in a regression analysis to identify the factors influencing the shear strength of fibre concrete beams. These factors were found to be the shear span-to-depth ratio, main reinforcement volume, dimensions, and type. Two formulae are presented to predict the cracking and ultimate shear strength and these show good correlation with published test results.
Evaluation of shear strength of fibre-reinforced concrete beams
AbstractA method is proposed to calculate the ultimate shear strength of fibre-reinforced concrete rectangular beams without stirrups. The method shows good agreement with published test results of 89 beams which failed in shear. The published data were also used in a regression analysis to identify the factors influencing the shear strength of fibre concrete beams. These factors were found to be the shear span-to-depth ratio, main reinforcement volume, dimensions, and type. Two formulae are presented to predict the cracking and ultimate shear strength and these show good correlation with published test results.
Evaluation of shear strength of fibre-reinforced concrete beams
Al-Ta'an, S.A. (Autor:in) / Al-Feel, J.R. (Autor:in)
Cement and Concrete Composites ; 12 ; 87-94
29.01.1990
8 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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