Effect of waste rubber particles on the mechanical performance and deformation properties of epoxy concrete for repair

被引:46
作者
Shao, Jianwen [1 ]
Zhu, Han [1 ,2 ]
Zuo, Xian [3 ]
Lei, Wolong [1 ,4 ]
Borito, Said Mirgan [1 ]
Liang, Jian [1 ]
Duan, Fuqiang [1 ]
机构
[1] Tianjin Univ, Sch Civil Engn, Tianjin 300350, Peoples R China
[2] Tianjin Univ, Key Lab Coast Struct Safety, Minist Educ, Tianjin 300350, Peoples R China
[3] Beijing Beihua Engn Technol Co Ltd, Beijing 100040, Peoples R China
[4] Shenzhen China Overseas Construct Ltd, Shenzhen 518001, Peoples R China
关键词
Rubber particle; Epoxyconcrete; Strength; Deformation compatibility; Repair; Strain; REINFORCED POLYMER CONCRETE; CRUMB-RUBBER; BOND STRENGTH; TYRE RUBBER; RESIN; BEHAVIOR; CEMENT; COMPOSITES; MICROSTRUCTURE; DURABILITY;
D O I
10.1016/j.conbuildmat.2020.118008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The article conducts the compressive, flexural, spilt, deflection and strain experiments on epoxy concrete with added fine, medium and coarse rubber particles respectively at 5%, 10%, 15%, 20% and 25%. Medium sized rubber particle is selected for further study in a composite beam test in which rubber epoxy concrete serves as a repair material to ``glue" two ordinary concrete short beams, as well as a bond tensile strength test. A deformation compatibility parameter is introduced to measure two strains for indicting the composite beam's deformability. It is found that, meanwhile keeping an adequate interfacial strength needed as a repair material, rubber in epoxy concrete help increase deformability, which is beneficial to compensate the rigidness of epoxy concrete. (C) 2020 Elsevier Ltd. All rights reserved.
引用
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页数:12
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