盐冻融循环作用下玄武岩纤维混凝土寿命预测

Wen-bin Xu, Zhirui Li
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引用次数: 0

摘要

为解决西北地区盐冻融侵蚀下混凝土结构耐久性降低的问题,选择玄武岩纤维增强混凝土和普通混凝土,在不同掺量的情况下,对其在三种冻融条件下的使用寿命进行了预测。结果表明:淡水冻融条件下混凝土的破坏程度低于盐冻融侵蚀,添加玄武岩纤维可有效减缓盐冻融侵蚀下混凝土力学性能的退化,当玄武岩纤维含量为0.15%时,混凝土的退化率最低。纤维可以阻止裂缝的扩大,减少孔隙,从而提高混凝土的抗冻耐久性。灰色模型和威布尔模型得到的使用寿命预测结果大致相似,其中灰色模型需要较少的样本量,而威布尔模型的预测结果更准确。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Service Life Prediction of Basalt Fiber Reinforced Concrete under Salt Freeze-thaw Cycles
To address the reduced durability of concrete structures under salt freeze-thaw erosion in Northwest China, basalt fiber reinforced concrete and common concrete with different mixing amounts were selected to predict their service life in three freeze-thaw conditions. Results showed that the damage on concrete under fresh water freeze-thaw condition is lower than that caused by salt freeze-thaw erosion, the addition of basalt fiber can effectively slow down the degradation of mechanical properties of concrete under salt freeze-thaw erosion, and the lowest degradation rate is reached when the content of basalt fiber is 0.15%. Fiber hinders the expansion of cracks and reduces the pores, and in turn improves the frost resistance durability of concrete. The service life prediction results obtained with Gray Model and Weibull Model are roughly similar, among which, Gray Model needs less sample volume, while Weibull Model presents more accurate prediction results.
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