Experimental research on the dynamic mechanical properties and damage characteristics of lightweight foamed concrete under impact loading

被引:97
|
作者
Feng, Shiwen [1 ]
Zhou, Yu [1 ]
Wang, Yu [1 ]
Lei, Mengdan [1 ]
机构
[1] Univ Sci & Technol Beijing, Key Lab, Minist Efficient Min & Safety Met Mines, Beijing 100083, Peoples R China
基金
中国国家自然科学基金;
关键词
Energy-saving building material; Split Hopkinson pressure bar; Strain rate; Failure patterns; Fractal; ASH CONTENT; STRENGTH; BEHAVIOR; PERFORMANCE; POROSITY;
D O I
10.1016/j.ijimpeng.2020.103558
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
As an energy-saving and environmentally friendly building material, foamed concrete has been widely applied for construction against impact loading. To investigate the dynamic mechanical properties and damage characteristics of lightweight foamed concrete under impact loading, a series of impact experiments are carried out on foamed concrete with densities of 300 kg/m(3), 450 kg/m(3) and 700 kg/m(3) under a strain rate range of 60 s(-1)-250 s(-1) by using a split Hopkinson pressure bar (SHPB) device. The stress-strain relationship, elastic modulus, peak stress and dynamic increase factor are discussed and analyzed in detail. The results show that the dynamic mechanical properties of the material exhibit a significant strain rate enhancement effect and density dependence. In addition, the damage characteristics are analyzed quantitatively by fractal calculations of the fracture. The fractal dimension increases markedly with increasing strain rate, and the maximum is 3.57, which indicates that the overall damage is related to the strain rate. For the three different foamed concrete specimens under a strain rate of approximately 130 s(-1), the fractals present a transition behavior. The failure patterns of the foamed concrete are consistent with the fractal characteristics.
引用
收藏
页数:10
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