Compressive Behavior of Engineered Cementitious Composites under High Strain-Rate Loading

被引:43
|
作者
Kai, M. F. [1 ]
Xiao, Y. [2 ,3 ]
Shuai, X. L. [1 ]
Ye, G. [4 ]
机构
[1] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China
[2] Nanjing Tech Univ, Coll Civil Engn, Nanjing 211800, Jiangsu, Peoples R China
[3] Hunan Univ, Minist Educ, Key Lab Bldg Safety & Energy Efficiency, Changsha 410082, Hunan, Peoples R China
[4] Delft Univ Technol, Dept Civil Engn, 23,Kamer HG 6-11,Stevinweg 1, NL-2628 CN Delft, Netherlands
关键词
Engineered cementitious composite (ECC); Split Hopkinson pressure bar (SHPB); Compression; Impact; Strain rate; Dynamic increase factor; CONCRETE;
D O I
10.1061/(ASCE)MT.1943-5533.0001781
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Engineered cementitious composite (ECC) is a cement-based material, commonly mixed with polyvinyl alcohol (PVA) fiber or polyethylene (PE) fiber as reinforcing materials. This paper reports the test results of ECC materials under high strain-rate compression, using a 100-mm diameter split Hopkinson pressure bar (SHPB) device. The stress-strain relationships under different strain rates are obtained and discussed. It is found that both the ultimate strength and the corresponding strain of ECC increase with the augmentation of strain rate, indicating that the compressive behavior of ECC is sensitive to the strain rate. The dynamic increase factors (DIFs) for strength and strain at strength are discussed. (C) 2016 American Society of Civil Engineers.
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页数:8
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