运用蒙特卡罗方法通过MATLAB计算程序，模拟了单一来源再生混凝土抗压强度的分布曲线，并加以分析，分析表明，抗压强度为C20，C25，C30的拟合结果与试验曲线十分吻合，C35的拟合结果与试验结果差异相对较大。%Using monte carlo method, through the MATLAB calculation program, this paper simulated the distribution curve of single source recycled concrete compressive strength and made analysis. The analysis showed that the fitting results of compressive strength was C20, C25, C30 were fitted perfectly to test curve, the fitting results of compressive strength was C35 had relatively large differences to experimental results.
展开▼
