Strength (Compressive) of Concrete Made by Recyclable Concrete Aggregates after Six Hour Fire by Nondestructive Testing

IF 1 Q4 ENGINEERING, CIVIL
A. H. Buller, N. M. Husain, I. Ali, S. Sohu, B. Memon, I. N. Sodhar
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引用次数: 1

Abstract

Abstract Quality of concrete is mainly measured by evaluating its strength. Destructive testing of concrete specimens is used for the purpose. An alternative to it is the non-destructive testing. This research work presents non-destructive testing of concrete cylinders made by using partial replacement of natural coarse aggregates with old concrete as coarse aggregates and exposed to 6-hour fire at 1000ºC. Rebound hammer is used in this work to evaluate concrete strength. 240 concrete cylinders are cast using 1:2:4 mix and 0.54 water cement ratio. After 28-days curing half of the cylinders are exposed to fire in purpose made oven. Remaining 50% aggregates are used as control specimen to compare the results. After rebound hammer testing, all the cylinders are tested for compressive strength using universal testing machine. Comparison of the results shows the reliability of non-destructive testing and effectiveness of the rebound hammer technique as the difference between NDT and UTM results is maximum up to 4.7%.
可回收混凝土骨料经6小时火后混凝土强度(抗压)无损检测
摘要混凝土的质量主要是通过强度的评定来衡量的。混凝土试件的破坏试验就是为了达到这个目的。一种替代方法是无损检测。本研究工作介绍了用旧混凝土作为粗骨料部分替代天然粗骨料,并在1000℃下暴露6小时的混凝土圆柱体的无损检测。本工程采用回弹锤对混凝土强度进行评定。采用1:2:4的配合比和0.54的水灰比浇筑240个混凝土圆柱。28天后,一半钢瓶在特制的烤炉中暴露于火中。剩余的50%骨料作为对照标本,比较结果。回弹锤试验后,用万能试验机对所有钢瓶进行抗压强度试验。结果对比表明,回弹锤技术无损检测的可靠性和有效性,无损检测结果与UTM结果的差异最大可达4.7%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
自引率
9.10%
发文量
18
审稿时长
12 weeks
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