复合结构混凝土动力学特征及变形破坏机制

    Dynamic Characteristics and Deformation Failure Mechanism of Composite Structure Concrete

    • 摘要: 为了探索冲击地压巷道充填复合混凝土的动力学特性,利用截面直径为75 mm的SHPB技术对纯混凝土和复合结构混凝土在冲击荷载作用下的动态力学性能进行了研究。研究结果表明:复合结构混凝土中的泡沫混凝土左、右两侧应力衰减为原来的1/5,并且复合试样右侧应力峰值仅是左侧应力峰值的1/5,复合结构混凝土有很好的应力衰减效果,且复合结构的应力衰减主要取决于软材料试件2的力学性质。

       

      Abstract: In order to explore the dynamic characteristics of rock burst roadway filled composite concrete, the dynamic mechanical properties of pure concrete and composite structure concrete under impact load were studied by using SHPB technology with a section of 75 mm. The results show that the stress attenuation on the left and right sides of foamed concrete in composite structure concrete is 1/5 of the original stress attenuation, and the stress peak on the right side of composite sample is only 1/5 of the stress peak on the left side, the stress attenuation effect of composite structure concrete is very good, and the stress attenuation of composite structure mainly depends on the mechanical properties of soft material specimen 2.

       

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