爆炸载荷作用下密闭墙受力状态及稳定性的数值模拟研究

    Numerical simulation of stress state and stability of closed seal under explosion load

    • 摘要: 为了研究矿井永久密闭墙的抗冲击和抗压性能,提高矿井在复杂条件下对灾害的抵抗能力,本文运用计算机模拟方法进行数值模拟,建立了复合墙体模型,设计了一系列计算机仿真试验,探究爆炸造成的密闭墙变形情况和应力及损伤分布状况。研究结果表明:根据爆炸压力对密闭墙的损伤情况,可将内墙损伤划分为三个阶段;通过对比砖墙和C40混凝土墙所构筑下的密闭墙在爆炸载荷下的力学性能以及损伤情况,发现砖墙损伤发展速率明显比C40混凝土墙大,砖墙承受的爆炸压力明显比C40混凝土墙小,C40混凝土墙的抗压抗变形能力明显优于砖墙;在矿山压力和爆炸载荷的联合作用下,C40混凝土密闭墙稳定性呈现不同的状态,即较低矿山压力形成的预应力结构可以少量增益密闭墙的防护效果,而较高的矿山压力会使密闭墙损伤加重,进而失去这种防护效果,这取决于墙体所处的爆炸损伤阶段。

       

      Abstract: In order to study the impact resistance and compression resistance of mine permanent closed seal, and improve the mine resistance to disasters under complex conditions, this paper uses computer simulation method to carry out numerical simulation, establishes a composite seal model, and designs a series of computer simulation experiments to explore the deformation, stress and damage distribution of closed seal caused by explosion.The results show that according to the damage of the closed seal caused by explosion pressure, the damage of the inner seal can be divided into three stages.By comparing the mechanical properties and damage of the closed seal constructed by brick seal and C40 concrete seal under explosion load, it is found that the damage development rate of brick seal is significantly higher than that of C40 concrete seal, the explosion pressure of brick seal is significantly lower than that of C40 concrete seal, and the compression and deformation resistance of C40 concrete seal is significantly better than that of brick seal.Under the combined action of mine pressure and explosion load, the stability of C40 concrete seal presents different states, that is, the prestressed structure formed by lower mine pressure can gain little protection effect of the seal, while the higher mine pressure will aggravate the damage of the seal, and then lose the protective effect, which depends on the explosion damage stage of the seal.

       

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