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Calculation Model of Compressive Strength of High Fly-ash Content Concrete at Specific Age

机译:特定年龄高粉煤灰含量混凝土抗压强度的计算模型

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Cementitious coefficient β_t was introduced to reflect the comprehensive effect of fly-ash quality on HFCC strength. On the basis of β_t, actual water-binder ratio [W/(C+β_tF)] and ash-binder ratio K was proposed, and the strength calculation model of HFCC with specific design age was established. On the basis of economy principal, the formula to determine K was founded. Influence of the design strength of HFCC and β_t on K and the content of fly ash was analyzed.
机译:引入水泥系数β_T以反映粉煤灰质量对HFCC强度的综合效果。在β_T的基础上,提出了实际水 - 粘合剂比[W /(C +β_TF)]和灰分粘合剂比克,以及具有特定设计年龄的HFCC强度计算模型。在经济委托人的基础上,确定k的公式成立。分析了HFCC和β_T的设计强度对k和粉煤灰含量的影响。

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