皮芸烽,郭启文,李长洪,等. 单轴循环加卸载条件下矽卡岩弹性模量研究[J]. 中国矿业,2023,32(7):173-181. DOI: 10.12075/j.issn.1004-4051.20230024
    引用本文: 皮芸烽,郭启文,李长洪,等. 单轴循环加卸载条件下矽卡岩弹性模量研究[J]. 中国矿业,2023,32(7):173-181. DOI: 10.12075/j.issn.1004-4051.20230024
    PI Yunfeng,GUO Qiwen,LI Changhong,et al. Study on elastic modulus of skarn under uniaxial cyclic loading and unloading[J]. China Mining Magazine,2023,32(7):173-181. DOI: 10.12075/j.issn.1004-4051.20230024
    Citation: PI Yunfeng,GUO Qiwen,LI Changhong,et al. Study on elastic modulus of skarn under uniaxial cyclic loading and unloading[J]. China Mining Magazine,2023,32(7):173-181. DOI: 10.12075/j.issn.1004-4051.20230024

    单轴循环加卸载条件下矽卡岩弹性模量研究

    Study on elastic modulus of skarn under uniaxial cyclic loading and unloading

    • 摘要: 为了探究循环荷载下不同应力路径和不同加卸载速率对矽卡岩弹性模量的影响规律,利用YAW-2000微机控制电液伺服刚性试验机,对矽卡岩进行了常规单轴压缩试验和两种不同方案的五级循环加卸载试验。循环加卸载试验方案选择荷载控制,加卸载速率设置为1 kN/s、2 kN/s和3 kN/s,循环应力上限比为60%、70%、80%、90%和100%,单级应力幅值为六个振动循环。研究结果表明:矽卡岩应力-应变曲线中滞回环在不同循环路径下分别表现为条带形和针尖形,变化趋势均为由密到疏,即循环过程中残余变形逐渐增大;峰值强度随加卸载速率增加而增大;循环加卸载全过程弹性模量演化规律为先增大后减小,卸载弹性模量则是稳定增大。由此得出结论:矽卡岩弹性模量变化受应力路径影响较大,曲线呈典型的波浪形,加卸载速率对其影响并不显著。加卸载响应比基本在1附近波动,能够准确反映循环过程中试样的损伤发育程度。

       

      Abstract: In order to explore the influence of different stress paths and different loading and unloading rates on the elastic modulus of skarn under cyclic loading, the conventional uniaxial compression test and two different schemes of five-stage cyclic loading and unloading test of skarn are carried out by using YAW-2000 microcomputer controlled electro-hydraulic servo rigid testing machine. The load control is selected for the cyclic loading and unloading test scheme. The loading and unloading rates are set to 1 kN/s, 2 kN/s and 3 kN/s. The upper limit ratios of cyclic stress are 60%, 70%, 80%, 90% and 100%. The single-stage stress amplitude is 6 vibration cycles. The results show that the hysteresis loops in the stress-strain curve of skarn show strip shape and needle tip shape under different cyclic paths, and the change trend is from dense to sparse, that is, the residual deformation increases gradually during the cyclic process. The peak strength increases with the increase of loading and unloading rate. The evolution law of elastic modulus in the whole process of cyclic loading and unloading increases first and then decreases, while the unloading elastic modulus increases steadily. It is concluded that the change of elastic modulus of skarn is greatly affected by the stress path, the curve is typical wavy, and the influence of loading and unloading rate is not significant. The loading and unloading response ratio fluctuates around 1, which can accurately reflect the damage development degree of the sample during the cycle.

       

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