STRENGTH (COMPRESSIVE) OF CONCRETE MADE BY RECYCLABLE CONCRETE AGGREGATES AFTER SIX HOUR FIRE BY NON-DESTRUCTIVE TESTING

被引:2
|
作者
Buller, A. H. [1 ]
Husain, Nadiah Md. [1 ]
Ali, I. [2 ]
Sohu, S. [3 ]
Memon, B. A. [3 ]
Sodhar, Irum Naz [4 ]
机构
[1] Int Islamic Univ Malaysia, Kulliyyah Fac Engn, Dept Civil Engn, Jalan Gombak, Kuala Lumpur 50728, Selangor, Malaysia
[2] North Amer Univ, Stafford, TX USA
[3] Quaid E Awam Univ Engn Sci & Technol, Dept Civil Engn, Nawabshah, Sindh, Pakistan
[4] Shaheed Benazir Bhutto Univ Shaheed Benazir Abad, Dept Informat Technol, Shaheed Benazirabad, Sindh, Pakistan
关键词
Old concrete; Coarse aggregates; Fire resistance; Compressive strength; Residual strength; Recyclable aggregates; Non-destructive Testing;
D O I
10.2478/jaes-2023-0008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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 1000 degrees C. 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%.
引用
收藏
页码:57 / 64
页数:8
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