Shrinkage and creep in structural concrete with recycled brick aggregates

被引:35
|
作者
Lopez Gayarre, Fernando [1 ]
Suarez Gonzalez, Jesus [1 ]
Lopez-Colina Perez, Carlos [1 ]
Serrano Lopez, Miguel A. [1 ]
Serna Ros, Pedro [2 ]
Martinez-Barrera, Gonzalo [3 ]
机构
[1] Univ Oviedo, Polytech Sch Engn, Campus Viesques, Gijon 33203, Spain
[2] Univ Politecn Valencia, ICITECH, Camino Vera, Valencia 46021, Spain
[3] Univ Autonoma Estado Mexico, Fac Quim, LIDMA, Km 12 Carretera Toluca Atlacomulco, San Cayetano 50200, Mexico
关键词
Recycled concrete; Brick aggregates; Structural applications; Shrinkage; Creep; MECHANICAL-PROPERTIES; CRUSHED BRICKS; COARSE; FINE; PREDICTION; BEHAVIOR; PERFORMANCE; DURABILITY;
D O I
10.1016/j.conbuildmat.2019.116750
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In structural applications, long-term deformations of concrete are particularly important. The aim of this study is to analyze the deformations produced by shrinkage and creep in concretes in which both the fine and coarse fractions have been replaced with recycled brick aggregates (RBA), and to assess their use in structural applications. The percentages of substitution of the natural aggregates by RBA were 20, 35, 50, 70 and 100%. The deformations were measured over 400 days. The results show a strong increase in the shrinkage values and slight variations in the creep, although with substitutions of RBA of up to 20%, the long-term deformations do not exceed the usual values. (C) 2019 Elsevier Ltd. All rights reserved.
引用
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页数:11
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