岩石循环加卸载作用下能量的演化规律

    Evolution Laws of Dissipated Energy Under Rock Cyclic Loading and Unloading

    • 摘要: 基于循环加卸载试验,使用数据处理软件计算得出滞回环的面积,对滞回环与循环次数的相关性进行分析,得到了关于循环次数与滞回环的拟合公式。利用拟合公式计算得到了第1次加卸载的耗散能,进而对耗散能、弹性能、塑性能之间的关系进行了分析和研究。结果表明:随着循环次数的增加,滞回环位置逐渐右移,考虑为第1次加卸载产生耗散能后,岩石的弹性能、耗散能随着循环次数的增多逐渐递增;岩石的强度呈随机分布,故塑性能随循环次数增多并无固定变化趋势;随着循环次数的增多,卸载后可恢复的裂隙之间的摩擦力逐渐减小,其弹性应变需要的能量也随之减小。

       

      Abstract: Based on cyclic loading and unloading tests, the size of hysteresis loop area is calculated by data processing software, and the correlation between hysteresis loop and cycle number is analyzed, and the fitting formula of cycle number and hysteresis loop is fitted by data processing. The relationship between dissipation energy, elastic energy and plastic property is analyzed by using the fitting formula. The position of hysteresis loop moves to the right with the increase of cycle times. The elastic energy dissipation energy of rock increases with the increase of cycle times after the first loading and unloading, and the plastic energy has no fixed tendency with the increase of cycles because the strength of rock is randomly distributed. The friction between recoverable cracks decreases gradually and the energy required by elastic strain decreases gradually with the increase of cycle times.

       

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