Long term deformations by creep and shrinkage in recycled aggregate concrete

被引:0
|
作者
A. Domingo
C. Lázaro
F. L. Gayarre
M. A. Serrano
C. López-Colina
机构
[1] ETSICCP,EPS Engineering, Dep. Construction
[2] Polytechnic University of Valencia,undefined
[3] University of Oviedo,undefined
来源
Materials and Structures | 2010年 / 43卷
关键词
Creep; Shrinkage; Recycled concrete; Recycled aggregate concrete;
D O I
暂无
中图分类号
学科分类号
摘要
The main aim of this work was to determine creep and shrinkage variations experienced in recycled concrete, made by replacing the main fraction of the natural aggregate with a recycled aggregate coming from waste concrete and comparing it to a control concrete. It was possible to state that the evolution of deformation by shrinkage and creep was similar to a conventional concrete, although the results after a period of 180 days showed the influence of the substitution percentage in the recycled aggregates present in the mixture. In the case when 100% coarse natural aggregate was replaced by recycled aggregate there was an increase in the deformations by creep of 51% and by shrinkage of 70% as compared to those experienced by the control concrete. The substitution percentages of coarse natural aggregate by coarse recycled aggregate were 20, 50 and 100%. Fine natural aggregate was used in all cases and the amount of cement and water–cement ratio remained constant in the mixture.
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页码:1147 / 1160
页数:13
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