Early age dynamic mechanical properties of basalt fiber reinforced early strength concrete

被引:2
|
作者
Wang, Zhihang [1 ]
Bai, Erlei [1 ,2 ]
Liu, Chaojia [1 ]
Qin, Lijun [1 ]
Lv, Yan [1 ]
机构
[1] Air Force Engn Univ, Aeronaut Engn Coll, Xian, Peoples R China
[2] Air Force Engn Univ, Aeronaut Engn Coll, Xian 710038, Peoples R China
基金
中国国家自然科学基金;
关键词
basalt fiber; dynamic mechanical properties; early age; early strength concrete; strain rate; CONSTITUTIVE MODEL; BEHAVIOR;
D O I
10.1002/suco.202200847
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The dynamic compression test was carried out on basalt fiber reinforced early strength concrete (BFRESC) with ages of 4-24 h by the split Hopkinson pressure bar (SHPB) test system. The effects of curing age and basalt fiber content on dynamic mechanical properties of ESC was analyzed. The result shows that the dynamic compressive strength and specific energy absorption of BFRESC at early ages increase continuously with the increase of fiber content. The dynamic compressive strength of concrete at the early ages increases exponentially with the strain rate. With the increase of curing age, the strain rate sensitivity of dynamic compressive strength of concrete increases gradually, and the strain rate sensitivity of dynamic compressive strength of BFRESC with fiber content of 0.1% is the strongest. The specific energy absorption of concrete at early ages increases linearly with the strain rate. With the increase of curing age, the strain rate sensitivity of specific energy absorption of concrete increases gradually, and basalt fiber can enhance the strain rate sensitivity of specific energy absorption of concrete. Based on the comparison with the formula for dynamic increase factor (DIF) calculation provided by Comite Euro-International du Beton (CEB), etc., a model of DIF based on the increase of curing age is proposed.
引用
收藏
页码:7648 / 7659
页数:12
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