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Stress-Based Fatigue Performance and Fatigue Life Prediction of Engineered Cementitious Composites

机译:基于应力的疲劳性能和工程水泥复合材料的疲劳寿命预测

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摘要

The ductile performance of engineered cementitious composite (ECC) mixtures allows them to have a better fatigue life compared to traditional concrete. In this work, the effects of mineral admixtures and the aggregate size on the fatigue performance of ECC under bending were experimentally investigated. In addition, the failure probabilities under fatigue loading were also determined using the Weibull distribution. Finally, in order to shorten the process of fatigue testing, a prediction method for the fatigue life of ECC mixtures was proposed. It was found out that the use of ground granulated blast furnace slag instead of fly ash and the use of a larger aggregate size reduced the fatigue life of the original ECC mixture (ECC-M45). Moreover, the fatigue life estimated using the proposed method was in a good agreement with the experimentally-determined ones.
机译:与传统混凝土相比,工程化水泥复合材料(ECC)混合物的延性性能使它们具有更好的疲劳寿命。在这项工作中,实验研究了矿物混合物和矿物质混合物对ECC疲劳性能的影响。此外,还使用Weibull分布确定疲劳负载下的失效概率。最后,为了缩短疲劳测试的过程,提出了一种疲劳寿命的预测方法。发现使用地面颗粒状高炉炉渣而不是粉煤灰和较大的聚集体尺寸的使用降低了原始ECC混合物的疲劳寿命(ECC-M45)。此外,使用所提出的方法估计的疲劳寿命与实验确定的方法达成了良好的一致性。

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