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- W2471369201 abstract "This paper presents a study on the behavior and strength of ferrocement beams under shear. The results of thirty simply supported beams tested under single concentrated load are presented. The influence of the following variables; shear-span to depth ratio (a/h), volume fraction of reinforcement (v f ), and the strength of mortar (f' c ) on crack patterns, modes of failure and the cracking shear strength were examined. The results indicated that the cracking shear strength of ferrocement beams increases as the a/h ratio is decreased and as f' c and v f are increased. An empirical equation is proposed to predict the cracking shear strength. This equation takes into account the effect of the variables covered in this study. The proposed equation for computing the cracking shear strength is compared with other available test results and also with the ACI-Code provision which are shown to be very conservative." @default.
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- W2471369201 modified "2023-09-23" @default.
- W2471369201 title "Behavior and strength of ferrocement rectangular beams in shear" @default.
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