可持续建筑计算集成智能HFRTB混凝土

M. Bajad
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引用次数: 0

摘要

当混杂纤维增强三元混合(HFRTB)混凝土暴露在持续高温下3小时(et -3hrs)时,研究了两种冷却方式(突然和渐进)的效果。在100℃区间内,温度范围从100℃到1000℃。传统混凝土与两种三元混合(TB)混凝土(水泥+粉煤灰+ GGBFS和水泥+粉煤灰+硅灰)以及混合纤维(镀锌铁+聚丙烯)进行比较。试件进行了一系列强度和耐久性试验,缓慢冷却优于突然冷却。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Computational Integrated Smart HFRTB Concrete for Sustainable Constructions
When hybrid fibre Reinforced Ternary Blended (HFRTB) concretes were exposed to sustained elevated temperatures for three hours (SET-3hrs), the effect of two cooling regimes (sudden and gradual) was examined. At 100o C intervals, the temperature ranges from 100o C to 1000o C. Traditional concrete is compared to two ternary blended (TB) concretes (Cement + fly ash + GGBFS and Cement + fly ash + silica fume), as well as hybrid fibres (Galvanized iron + polypropylene). The specimens were put through a series of strength and durability tests, with slow cooling outperforming abrupt chilling.
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