Experimental Study of Self-Compacting Reinforced Concrete Hollow Beams Using Recycled Aggregate under Torsion

被引:0
|
作者
Alfuraiji, Ahmed Fadhil Kadhim [1 ]
Khudhair, Jamal Abdulsamad [1 ]
机构
[1] Basrah Univ, Civil Engn Dept, Basrah Hlth Directory, Basrah 61004, Iraq
来源
关键词
self-compacting concrete (SCC); beams; recycled aggregate concrete (RCA); torsion; crack; reinforcement; angles of twist; ultimate; load; MEMBERS;
D O I
10.18280/acsm.480403
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
This research work aims to investigate experimentally the torsional behaviour of self- compacting reinforced concrete hollow beams with recycled concrete aggregate. Twelve beams were cast and tested. The beams have the same dimensions, and the variables that were investigated include, recycled aggregate content, longitudinal reinforcement, and transverse reinforcement. The test results revealed that for all beams no significant difference in behaviour was identified when comparing beams with recycled aggregate with those with normal aggregate. All the beams exhibited almost similar linear torque- rotation behaviour, but beams with RCA showed lower cracking torque and the twist angle depended on the replacement ratio of RCA. Beams without any reinforcement failed suddenly and separated into two parts, while beams with longitudinal bars showed brittle torsional failure, beams with both longitudinal and transverse reinforcement showed an increasing post-cracking behaviour with the formation of an increase in the number of helical and diagonal cracks.
引用
收藏
页码:457 / 466
页数:10
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