摘要
In this study,the compressive,split tensile,and flexural strengths of concrete with nano-CaCO_(3) only were compared with those of concrete with nano-CaCO_(3) and basalt fibers through field experiments,and the underlying mechanisms were analyzed by the Scanning Electron Microscope (SEM) techniques.On the mesoscale,a damage model of concrete was established based on the continuum progressive damage theory,which was used to investigate the influence of different lengths and contents of fibers on the mechanical properties of concrete.Then,the experimental and numerical simulation results were compared and analyzed to verify the feasibility of model.The results show that nano-CaCO_(3) can enhance the compressive strength of the concrete,with an optimal content of 2.0%.Adding basalt fibers into the nano-CaCO_(3) reinforced concrete may further enhance the compressive,split tensile,and flexural strengths of the concrete;however,the higher content of basalt fiber can not lead to higher performance of concrete.The optimal length and content of fiber are 6 mm and 0.20%,respectively.The SEM result shows that the aggregation of basalt fibers is detrimental to the mechanical properties of concrete.The numerical simulation results are in good agreement with the experimental results.
作者
刁目爽
任倩慧
SUN Xinjian
ZHAO Yawei
WEI Chengpeng
DIAO Mushuang;REN Qianhui;SUN Xinjian;ZHAO Yawei;WEI Chengpeng(State Key Laboratory of Plateau Ecology and Agriculture,School of Water Resources and Electric Power,Qinghai University,Xining,810016,China)
基金
Funded by the National Natural Science Foundation of China (No. 51969026)
the Natural Science Foundation of Qinghai Province in China (No. 2018-ZJ-750)。