Engineered/strain-hardening cementitious composites (ECC/SHCC) with an ultra-high compressive strength over 210 MPa

被引:113
|
作者
Huang, Bo-Tao [1 ]
Weng, Ke-Fan [1 ,2 ]
Zhu, Ji-Xiang [1 ]
Xiang, Yu [1 ]
Dai, Jian-Guo [1 ]
Li, Victor C. [3 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
[2] Southern Univ Sci & Technol, Dept Ocean Sci & Engn, Shenzhen, Guangdong, Peoples R China
[3] Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA
关键词
Engineered cementitious composites (ECC); Strain-hardening cementitious composites; (SHCC); Ultra-high performance concrete (UHPC); Ultra-high strength; Hybrid fiber reinforcement; BEHAVIOR; PERFORMANCE; POLYETHYLENE; DURABILITY; DESIGN; REPAIR; SHCC; ECC;
D O I
10.1016/j.coco.2021.100775
中图分类号
TB33 [复合材料];
学科分类号
摘要
Engineered/Strain-Hardening Cementitious Composites (ECC/SHCC) are fiber-reinforced cement-based materials with tensile strain-hardening and multiple-cracking characteristics. In this study, ultra-high-strength ECC (UHS-ECC) with a compressive strength over 210 MPa was successfully developed for the first time. The developed UHS-ECC exhibited excellent tensile strain capacity (5.2%), and fine crack width (72 mu m). These characteristics were realized by combined use of polyethylene and steel fibers in a dense matrix. Two new material indices (f'cftet index and f'cftet/w index) were proposed to assess the overall performance of UHS-ECC. Compared with existing high-strength ECC, the developed UHS-ECC records the highest compressive strength and the best overall performance. The findings of this study provide useful knowledge for future design and applications of UHS-ECC.
引用
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页数:8
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