首页> 外文会议>International conference on structural mechanics in reactor technology >ANALYTICAL ESTIMATION OF RESISTANCE PERFORMANCE OF FIBER REINFORCED CONCRETE WALLS UNDER HIGH-SPEED IMPACT LOADING
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ANALYTICAL ESTIMATION OF RESISTANCE PERFORMANCE OF FIBER REINFORCED CONCRETE WALLS UNDER HIGH-SPEED IMPACT LOADING

机译:高速冲击载荷作用下纤维增强混凝土墙的抗力性能分析估算

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In this paper, we focus on the assessment of the resistance performance of fiber reinforced concrete (FRC) walls with steel fiber and polyamide fiber comparing with normal concrete wall in analytical methods. Finite element analysis of reinforced concrete walls, which were applied with normal concrete, steel 1% FRC, and polyamide 2% FRC, respectively, was performed regarding impact load. Considering asymmetric feature of the model, a full 3D model was produced. The displacement, stress and equivalent plastic strain of the walls were presented. From the comparison of deformation area of the walls and the deformation of missile, the possibility of FRC walls as a measure against impact was estimated.
机译:在本文中,我们重点分析了在分析方法中与普通混凝土墙相比,钢纤维和聚酰胺纤维对纤维增强混凝土(FRC)墙的抵抗性能的评估。关于冲击荷载,分别对普通混凝土,钢筋1%FRC和聚酰胺2%FRC施加的钢筋混凝土墙进行了有限元分析。考虑到模型的非对称特征,生成了完整的3D模型。给出了墙体的位移,应力和等效塑性应变。通过比较壁的变形面积和导弹的变形,可以估算出FRC壁作为抗冲措施的可能性。

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