Carbonation curing for precast Engineered Cementitious Composites

被引:25
|
作者
Zhang, Duo [1 ,2 ]
Ellis, Brian R. [1 ,2 ]
Jaworska, Beata [1 ,3 ]
Hu, Wei-Hsiu [1 ]
Li, Victor C. [1 ,2 ]
机构
[1] Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA
[2] Univ Michigan, Ctr Low Carbon Built Environm, Ann Arbor, MI 48109 USA
[3] Warsaw Univ Technol, Fac Civil Engn, Dept Bldg Mat Engn, Inst Bldg Engn, PL-00637 Warsaw, Poland
关键词
Carbonation curing; Engineered Cementitious Composites; CO2; sequestration; Permeability; Crack control; ECC; AGE;
D O I
10.1016/j.conbuildmat.2021.125502
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The ultra-durable Engineered Cementitious Composites (ECC) provides an opportunity for sequestering CO2 during construction while reducing operational emissions in use phase. Here, ECC carbonation curing was investigated as a precast route of CO2 sequestration. Results suggest that ECC sequesters 29.6% CO2 by cement mass through early-age carbonation. The ultimate tensile and compressive strengths at 2 days were increased by 57.2% and 40.9%, respectively, while the tensile strain capacity attained 3.7%. Carbonation curing was found to densify the fiber/matrix interface resulting in higher interfacial bond, tighter crack widths, and more robust fiber bridging capacity. Consequently, the composite ultimate tensile strength increased by 22.7% while maintaining comparable strain capacity at 28 days. The tighter crack widths further decrease the material water permeability in loaded condition. These findings prove the feasibility of ECC carbonation curing and establish the scientific foundation of carbon utilization and permanent sequestration in ECC for precast construction elements.
引用
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页数:13
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