Performance of hybrid glass/steel fibre self-compacting concrete beams under static flexural loading
نویسندگان
چکیده
In this paper, it is proposed to study the static flexural performance of hybrid (glass and steel) fiber reinforced M30 grade self-compacting concrete (SCC) beams made with glass reinforcement polymer (GFRP) re-bars. Nan Su mix design approach adopted develop plain SCC (PSCC) mixes. Glass fibre (GFRSCC), steel (GFRSCC) (HFRSCC) mixes are prepared using optimum dosages (0.05%) fibres (1%) by volume fraction. HFRSCC size 1200 *200*150 mm will be casted GFRB rebars tested properties such as ultimate strength, load at first crack, deflection center, crack width patterns. For above fibred beams, load-deflection relations established. The beam GFRP have carrying capacity 37.03% more than rebars. for 61.52% rebar increases centre failure same
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ژورنال
عنوان ژورنال: E3S web of conferences
سال: 2023
ISSN: ['2555-0403', '2267-1242']
DOI: https://doi.org/10.1051/e3sconf/202339101215