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Study on the Failure Mechanism of Frame Structure under the Diluted Debris Flow Impact

机译:稀释碎片流动影响下框架结构失效机理研究

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A three-dimensional reinforced concrete frame structure under diluted debris flow impact was established using explicit dynamic analysis finite element software LS-DYNA. The dynamic damage distribution and stress redistribution process of the structure under the impact were calculated and analyzed. The results show that, under the impact of the diluted debris flow, the bottom columns of the frame fail to work, and the original path of the force transmission is changed. Under the continuous impact, the plastic damage in the structure accumulates with the stress concentration being deepened and the displacement of the structure increasing, making the ability of the structure to resist the impact decrease. The failure form of reinforced concrete frame under diluents debris flow impact is shear type.
机译:使用明确的动态分析有限元软件LS-DYNA建立了稀释碎片流动影响下的三维钢筋混凝土框架结构。计算和分析了影响的动态损伤分布和应力再分配过程。结果表明,在稀释的碎屑流动的影响下,框架的底柱无法工作,并且力传输的原始路径发生变化。在连续影响下,结构中的塑料损坏积聚,应力浓度加深并且结构的位移增加,使得结构能够抵抗冲击减少。稀释混凝土框架下稀释剂碎片流动影响的破坏形式是剪切型。

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