FLAC3D中Cable数量对锚杆拉拔模拟试验结果的影响

    Effect of Cable Quantity in FLAC3D on Rock Bolt Pull-out Simulation Results

    • 摘要: 为研究相同锚杆长度时Cable数量对模拟结果的影响,采用FLAC3D中的Cable结构单元建立锚杆模型,并在相同围岩属性、网格密度、边界条件等条件下,通过拉拔模拟试验研究Cable数量和锚固剂刚度对结果的影响。结果表明:按照FLAC3D帮助手册中根据development length设置Cable数量的建议并不可靠;对相同长度锚杆划分为不同Cable数量时,模拟结果有明显不同;当单一Cable长度与网格长度划分一致或比网格更短时,锚杆能获得较大的拉拔轴力;可以根据现场拉拔试验确定锚杆的极限拉拔力,然后在数值模拟中设定单一Cable长度为网格长度的0.5~1倍之间寻找与现场试验相符合的模拟方案;锚固剂刚度变化对锚杆轴力的峰值影响并不显著,但会改变轴力的峰后变化特征。

       

      Abstract: In order to study the influence of the number of cables on the simulation results when the same length of the bolt is prepared, the bolt is created by using the Cable structure element in FLAC3D, and the simulation experiment is carried out under the same surrounding rock properties, mesh density and boundary conditions. The effect of the number of cables and the effect of grout stiffness was further explored. The results show that the recommendation to set the number of cables according to the development length in FLAC3D help manual is not reliable. When the same length of the bolt is divided into different numbers of cables, the simulation results are significantly different. When the length of a single cable is consistent with the length of the mesh or shorter than the mesh, the bolt can obtain a large pulling axial force. The ultimate pull-out force of the bolt can be determined according to the on-site pull-out test, and then a single cable length is set to be between 0.5 and 1 times the length of the grid in the numerical simulation to find a simulation scheme consistent with the field test. The change of grout stiffness has no significant effect on the peak force of the bolt axial force, but it will change the post-peak variation characteristics of the axial force.

       

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