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The Simulation on Millisecond Blasting of Submarine Hard Rock Using LS-DYNA Dynamic Analysis

机译:基于LS-DYNA动力分析的海底硬岩毫秒爆破模拟

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摘要

Based on the principles of continuum mechanics and dynamical nonlinear finite element theory, the governing equations of explosives and rock are derived. Using the penalty functions method with erosion arithmetic, the corresponding finite element equations are established. During the submarine rock forming engineering, the dynamic responses in hard rock and the characteristics of blast dynamics are shown and analyzed with LS-DYNA software. The changes of stress fields and blasting effect for the back-rows millisecond blasting are also analyzed. The criterion of choosing millisecond time is given based on the present model. After the explosion, the rock near the bottom moves to the free surface and the damaging development is limited to the rock extruding. Using millisecond blasting between-rows reasonably the rock blasting quality could be enhanced by destroying the ores completely. Therefore, the millisecond blasting between-rows can meet the requirements of the pipe trench construction. This paper has reference value for pipe trench construction practice.
机译:根据连续力学原理和动力学非线性有限元理论,推导了炸药和岩石的控制方程。利用带腐蚀算法的罚函数法,建立了相应的有限元方程。在海底岩石成型工程中,使用LS-DYNA软件显示并分析了硬岩中的动力响应和爆炸动力学特性。分析了后排毫秒爆破的应力场变化及爆破效果。基于本模型给出了选择毫秒时间的标准。爆炸后,底部附近的岩石移动到自由表面,破坏性发展仅限于岩石挤压。行间使用毫秒级爆破可以通过完全破坏矿石来提高爆破质量。因此,行间的毫秒级爆破可以满足管沟施工的要求。本文对管沟施工实践具有参考价值。

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