基于ANSYS的玻璃钢锚杆托盘失效机理分析及结构优化

    Failure Mechanism Analysis and Structural Optimization of Glass Fiber Reinforced Plastics Bolting Tray Based on ANSYS

    • 摘要: 针对玻璃钢锚杆锚固系统中托盘受损破坏以致锚固失效的现象,利用材料力学对其进行受力分析,同时利用有限元软件ANSYS的静力分析模块对托盘受力进行仿真模拟分析。结果表明:托盘发生破裂或破碎,主要是因为边缘变形量过大,引起切向拉破坏使托盘产生破裂,破裂向托盘中心延伸进而引起整个托盘破碎失效。数值模拟结果与理论推导的结论相吻合,通过对山西段王煤矿150405工作面回风巷玻璃钢锚杆支护失效情况的统计,也验证了理论分析与数值模拟结论的正确性。在此基础上,提出固定轴向载荷作用下托盘更为合理的结构模型。

       

      Abstract: For the anchoring failure phenomenon leaded by the damaged tray of fiber reinforced plastics anchoring system, the research analyzes its stress in mechanical and the static analysis module of the finite element software ANSYS is applied to carry out simulation analysis on the tray. The results show that the occurrence of cracked or broken pallets, mainly because of excessive deformation at the edge which caused tensile failure of tangential. Then the rupture extends to the center of the tray thereby causing the entire tray crushing failure. The numerical simulation result corresponds to the theoretical analysis. According to the statistics of failure situation of fiber reinforced plastics bolting at return air roadway of 150405 face of Duanwang Mine in Shanxi Province, it also verifies the theoretical analysis and numerical simulation conclusion. On this basis, a more reasonable structural model tray is proposed in fixed axial load.

       

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