Slenderness in Steel Fibre Reinforced Concrete Long Beams
نویسندگان
چکیده
Slenderness influences in steel fibre reinforced concrete (SFRC) long beams are not adequately addressed current design regulations. The present guidelines confined to semi-empirical formulations for limiting slenderness ratio, but largely restricted RC beams. Many scholars have already examined and successfully presented the ratio formula This article proposes a novel term SFRC rectangular based on fundamental principle of mechanics taking into account impact as well flexural moment capacity suggested formulation agrees closely with experimental data may reliably forecast mode collapse. proposed takes consideration beam end circumstances, loading conditions, strengths, steel, tension compression reinforcement ratios, transverse among other factors. It is revealed that wide variety limits be achieved varied sets parameters. researchers' predictions equation compared test results 9 fits tests been done so far. Doi: 10.28991/CEJ-2022-08-06-011 Full Text: PDF
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ژورنال
عنوان ژورنال: Civil Engineering Journal
سال: 2022
ISSN: ['2676-6957', '2476-3055']
DOI: https://doi.org/10.28991/cej-2022-08-06-011