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Effect of initial and final curing on performance of concrete in hot and arid climates

机译:初始和最终固化对热和干旱气候混凝土性能的影响

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The effect of initial and final curing conditions of ordinary concrete cast in regions with harsh environmental conditions on the compressive strength and microstructure of concrete is investigated in this research. More than 100 concrete specimens were cast and tested to study the effect of different parameters such as initial curing conditions, final curing durations, outdoor sun exposure, and casting conditions. The results reflect the crucial of the nurturing of concrete after casting in the first 48 hr (initial curing) in increasing its compressive strength, no matter which environment the concrete is exposed to in the later stages of its life. The compressive strength of concrete decreased with decreasing the final curing period regardless of the exposure condition. The degradation in the strength was higher in the case of sun exposure than that of Lab exposure. The maximum degradation in the compressive strength of concrete specimens due to the combined effect of adverse initial and final curing conditions reach up to 68% in the case of outdoor initial curing and zero-day final moist curing. Scanning electron microscopy images and chemical analysis indicate that excessive amount of well-formed and dense clusters of CSH was formulated as the moist curing duration increases.
机译:本研究研究了普通混凝土铸造普通混凝土铸造术中普通混凝土铸造术的影响及其对混凝土抗压强度和混凝土微观结构的影响。施放超过100个混凝土标本并测试以研究不同参数,如初始固化条件,最终固化持续时间,室外阳光暴露和铸造条件的影响。结果反映了在前48小时(初始固化)中铸造后混凝土培养的关键(初始固化)增加其抗压强度,无论哪种环境暴露在其生命的后期阶段。无论暴露条件如何,混凝土的抗压强度降低了最终固化期。在阳光暴露的情况下,强度的降解比实验室暴露的情况更高。在户外初始固化和零日最终湿润固化的情况下,由于不良初始和最终固化条件的综合效果,混凝土试样的抗压强度的最大降解达到68%。扫描电子显微镜图像和化学分析表明,随着湿固化持续时间的增加,配制出过多的CSH良好的CSH簇。

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