不同应力幅值下大理岩受循环动力扰动的力学特性实验研究

    Experimental study on marble with cyclic dynamic disturbance under different stress amplitudes

    • 摘要: 为了研究大理岩在不同应力幅值下受循环动力扰动作用的力学特性及损伤规律,对冬瓜山铜矿矿体顶板处的大理岩进行了不同应力幅值下的循环扰动试验,扰动频率为5 Hz。试验结果表明:应力幅值对大理岩在循环扰动作用下的力学特性有显著影响,当应力幅值为30 MPa时,试样在多次循环动力扰动作用下未发生破坏,并在逐级加载过程中出现了弹模强化效应。随着应力幅值提高,试样破坏时的循环动力扰动次数显著减少;当应力幅值为30 MPa和60 MPa时,试样为剪切破坏,当应力幅值提高至90 MPa时,试样局部出现了碎裂弹射现象。通过建立的应变损伤模型对不同应力幅值下的大理岩试样的损伤变化规律进行了研究。

       

      Abstract: In order to study the mechanical properties and damage regularity of marble with cyclic dynamic disturbance under different stress amplitudes, the tests are carried out of marble which is at the roof of Dongguashan copper mine under different stress amplitudes.The disturbance frequency is 5 Hz.The stress amplitude has a significant effect on the mechanical properties of marble under cyclic disturbance.When the stress amplitude is 30 MPa, the specimen is not destroyed under multiple cyclic dynamic disturbances, and the elastic modulus strengthening effect appeared in the process of progressive loading.With the increase of the stress amplitude, a number of cyclic dynamic disturbances decrease significantly.When the stress amplitude is 30 MPa and 60 MPa, the specimen is shear failure.When the stress amplitude is 90 MPa, fragmentation and ejection occurred locally in the sample.The damage variation law of marble samples under different stress amplitudes is studied by the established strain damage model.

       

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