水中近场爆炸作用下钢筋混凝土桩毁伤效应研究

    Damage Effect for a Typical Reinforced Concrete Pile Under the Near Field Explosion in Water

    • 摘要: 为了对高桩码头的抗爆性能及安全性进行评估,利用数值分析方法,对某高桩码头钢筋混凝土桩在近场水中爆炸荷载作用下的破坏模式进行研究.通过与经验公式的对比,对数值分析方法进行了验证;建立了钢筋混凝土桩在爆炸荷载作用下的三维分析模型,研究了半径数及爆源深度等参数对钢筋混凝土桩的动力响应和破坏模式影响;基于数值分析结果,给出了该型钢筋混凝土桩在给定爆炸深度情况下抗爆的安全范围,研究成果可以为该类型高桩码头抗爆设计及分析提供参考.

       

      Abstract: Reinforced concrete pile is the main load-bearing components of high pile wharf, the high pile wharf by near field water explosion load, the need for power reinforced concrete pile under explosion load response and failure mode were studied, and then the antiknock performance and safety of high pile wharf were evaluated. In this paper, the failure modes of a reinforced concrete pile near a high pile wharf under water explosion were studied by means of numerical analysis. By comparing with the empirical formula of the analysis, the numerical analysis method was validated. 3D analysis model of reinforced concrete pile under explosion load was established, and the effects of the number and radius of explosion source depth and other parameters on the reinforced concrete pile dynamic response and failure mode were researched. Based on the results of numerical analysis, the safety range of steel antiknock concrete pile was obtained, and the research results can provide reference for the design and analysis of high pile wharf explosion.

       

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