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Investigation of microstructural damage in air-entrained recycled concrete under a freeze-thaw environment

机译:冻融环境下空气录制再生混凝土微观结构损伤的研究

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Recycled aggregate concrete (RAC) is a type of multiphase porous material. Its aggregate, admixture, and environment have a crucial impact on its pore structure. Nuclear magnetic resonance (NMR), a nondestructive testing method, was adopted to demonstrate the process of air-entrained recycled coarse aggregate concrete (ARAC) and non-ARAC microstructural damage in a freeze-thaw environment. NMR outcomes showed that the addition of recycled coarse aggregate (RCA) has a certain effect on the distribution of different pores and porous quality of the concrete. Pore structure of recycled concrete with a replacement rate of 25% and 50% was similar. Proportion of macropores and cracks increases significantly when the replacement rate is greater than 75%. The proportion of mesopores (radius of 0.01-0.05 mu m) and macropores (radius of 0.05-1 mu m) in concrete increased by 13.31%-21.44% and frost resistance of concrete improved with the incorporation of air-entraining admixture (AEA). Proportions of macropores and cracks (radii larger than 1 mu m) in the concrete increased while the proportion of micropores (radii less than 0.01 vm) and mesopores decreased and T2 spectral area of concrete gradually increased and moved to the right with increasing freeze-thaw cycles. Moreover, the change of crack proportion of ARAC with freeze-thaw cycles is in accordance with the distribution law of second-order polynomial. Notably, changes in the above microstructure were reflected in macroscopic flexural strength. The flexural strength of recycled concrete was remarkably affected by the total proportion of mesopores and macropores. The flexural strength of recycled concrete was high when the total proportion of mesopores and macropores was between 55% and 74%. The decrease in flexural strength of recycled concrete with increasing freeze-thaw cycles was consistent with the change of crack proportion. (C) 2020 Elsevier Ltd. All rights reserved.
机译:再循环骨料混凝土(RAC)是一种多相多孔材料。其骨料,混合物和环境对其孔隙结构的影响至关重要。采用核磁共振(NMR),一种无损检测方法,证明了冻融环境中的空气录制的再生粗骨料混凝土(ARAC)和非ARAC微观结构损伤的过程。 NMR结果表明,再生粗骨料(RCA)对混凝土的不同孔隙和多孔质量的分布具有一定的效果。再生混凝土的孔隙结构具有25%和50%的替代率为25%和50%。当替换率大于75%时,大孔和裂缝的比例显着增加。混凝土中的中孔(半径为0.01-0.05 mu m)和大孔(半径为0.05-10m)的比例增加了13.31%-21.44%,并加入空气录制混合物(aea)的混凝土的冰霜抗性。在混凝土中的大孔和裂缝(半径大于1μm)的比例增加,而微孔的比例(半径小于0.01 Vm)和中孔的比例降低,并且混凝土的T2光谱面积逐渐增加并移动到右侧,随着冻融的增加循环。此外,ARAC裂缝比例与冻融循环的变化符合二阶多项式的分布规律。值得注意的是,上述微观结构的变化反映在宏观弯曲强度中。再生混凝土的抗弯强度受到弥孔和大孔的总比例的显着影响。当中孔和大孔的总比例为55%至74%之间,再生混凝土的抗弯强度高。随着冻融循环增加的再循环混凝土的抗弯强度降低与裂缝比例的变化一致。 (c)2020 elestvier有限公司保留所有权利。

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