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    带支撑-钢管索网组合结构在冲击作用下动力响应和破坏分析

    Dynamic Response and Failure Analysis of a Supported Steel Tube Cable-Net Composite Structure Under Impact

    • 摘要: 铁路、公路沿线的泥石流灾害多发,常因夹杂的块石导致建筑物和构筑物毁损严重,提出一种改进的带支撑-钢管索网组合结构,可实现泥石流灾害中的“水石分离”,其主要拦截泥石流中的块石.利用有限元软件进行数值模拟,对比带不同支撑结构的动力响应和破坏模式.研究结果表明:该结构有一定的抗冲击性能,可以拦截泥石流块石.带横向支撑结构,支撑钢管与两侧钢管柱节点连接处的内侧先出现单元失效;带侧向大支撑结构和带侧向小支撑结构,两侧钢管约束柱外侧均先出现受拉破坏,其中带侧向小支撑结构的支撑管变形更明显.带侧向大支撑-钢管索网组合结构,钢管与钢绞线连接处,钢管塑性应变明显,出现单元失效,起不到拦截泥石流块石的作用.开展了对比试验研究,位移、加速度的试验和模拟结果吻合较好,数值模拟方法具有一定合理性,该类带支撑结构可以用来防治泥石流的块石冲击.

       

      Abstract: Due to the frequent occurrence of debris flow disasters along railways and highways,the buildings and structures are often severely damaged due to the inclusion of boulders.An improved composite structure with brace-steel cable network is proposed,which can realize the “water-stone separation” in debris flow disasters and mainly intercept the boulders in debris flow.The dynamic response and failure modes of the structures were analyzed by finite element software.The results show that the structure has a certain impact resistance,which can intercept debris flow boulders.For the structure with lateral support,the element failure first occurs at the inner side of the joint between the supporting steel pipe and the steel pipe column on both sides.For the structure with large lateral support and the structure with small lateral support,the tensile failure occurred at the outer side of the restrained columns at both sides,especially the deformation of the support pipe with small lateral support is obvious.The plastic strain of steel tube is obvious at the joint of steel tube and steel strand in the steel braced cable-net composite structure.The experimental results of displacement and acceleration are in good agreement with the simulated results.The numerical simulation method is reasonable.This kind of supported structure can be used to prevent the impact of debris flow.

       

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