Shrinkage-Reducing Admixture: Effects on Durability of High-Strength Concrete

被引:0
|
作者
Lopes, Anne N. M. [1 ,2 ]
Silva, Eugenia F. [3 ,4 ]
Dal Molin, Denise C. C. [2 ,5 ]
Toledo Filho, Romildo D. [6 ]
机构
[1] FURNAS Hydropower Co, Civil Engn Ctr FURNAS Cent Eletricas SA, Goiania, Go, Brazil
[2] Univ Fed Rio Grande do Sul, Porto Alegre, RS, Brazil
[3] Univ Brasilia, BR-70910900 Brasilia, DF, Brazil
[4] Univ Fed Rio de Janeiro, Rio De Janeiro, Brazil
[5] Univ Sao Paulo, Sao Paulo, Brazil
[6] Univ Fed Rio de Janeiro, COPPE, Civil Engn Program, BR-21941 Rio De Janeiro, Brazil
关键词
autogenous shrinkage; durability; high-strength concrete; shrinkage-reducing admixture; AUTOGENOUS SHRINKAGE; CEMENT PASTES; MORTARS;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Shrinkage-reducing admixture (SRA) is a mitigation strategy against autogenous shrinkage in high-strength concrete (HSC). It acts by reducing the surface tension of the fluid in the pore system of the cement paste. An experimental program was carried out to investigate the influence of SRA on concrete durability, as few studies about this subject have been developed. Its effectiveness in reducing autogenous shrinkage and its influence on compressive strength were also evaluated. The results showed a substantial reduction of autogenous shrinkage due to the presence of the SRA, with a slight reduction on compressive strength (up to 5%). Overall, concrete durability. under the action of aggressive agents (such as water, CO2, and chloride ingress) was not influenced by SRA, as verified in the results of chloride penetration, natural carbonation, water permeability, capillary absorption of water, and absorption of water tests.
引用
收藏
页码:365 / 374
页数:10
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