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Influence of Fly Ash on the Mechanical Properties of Engineered Cementitious Composites Cured at High Temperature

机译:粉煤灰对高温固化工程水泥复合材料力学性能的影响

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In order to investigate the mechanical properties of cementitious composites (ECC) cured at 60°C, four-point bending test and compressive strength test are employed to analyze the effect of fly ash on the properties of ECC. The replacement ratio of cement with fly ash is 50%, 70% and 80%, respectively. The test results indicate that ECC with high volume fly ash still remain the characteristic of pseudo-strain hardening and the deflection of ECC increases remarkably by adding more fly ash. The observations of ECC indicate that the crack width is relatively smaller for higher volume fly ash ECC. Meanwhile, compressive strength of ECC specimens with 80% fly ash can reach to 70MPa. This is helpful to produce precast ECC with high volume of fly ash.
机译:为了研究在60℃下固化的水泥复合材料(ECC)的机械性能,使用四点弯曲试验和抗压强度试验来分析粉煤灰对ECC性能的影响。粉煤灰水泥的替代比分别为50%,70%和80%。测试结果表明,具有大体积粉煤灰的ECC仍然是伪应变硬化的特征,并且通过添加更多的粉煤灰,ECC的偏转显着增加。 ECC的观察表明,对于较高体积的粉煤灰ECC,裂缝宽度相对较小。同时,ECC标本具有80%粉煤灰的ECC标本的抗压强度可达70MPa。这有助于生产具有大量粉煤灰的预制ECC。

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