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Space-Averaged Constitutive Model for HPFRCCs with Multi-Directional Cracking

机译:具有多方向裂纹的HPFRCC的空间平均本构模型

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This paper focuses on the numerical modeling of high-performance fiber-reinforced cementitious composites (HPFRCCs), specifically polyvinyl alcohol engineered cement composites (PVA-ECCs) in the context of a space-averaged, fixed-crack approach. Compression, tension, and shear models are proposed. The compression and tension models include internal unloading and reloading paths. The shear model considers the shear stress transfer contributed by surface friction and fiber bridging in a phenomenological manner. The applicability of the models is verified against recent experiments on precracked PVA-ECC plates subjected to principal stress rotation, demonstrating that the proposed models replicate various responses of the plates. The degradation of initial stiffness and the overall strength of plates with precracks at different angles is represented well. Finally, this paper demonstrates the ability of the models to replicate the average strains spanning bidirectional multiple cracks occurring at the bottom surface of the precracked plates.
机译:本文重点研究了高性能纤维增强水泥基复合材料(HPFRCC)的数值模型,特别是在空间平均的固定裂纹方法下进行的聚乙烯醇工程水泥复合材料(PVA-ECC)。提出了压缩,拉伸和剪切模型。压缩和拉伸模型包括内部卸载和重新加载路径。剪切模型以现象学的方式考虑了由表面摩擦和纤维桥接造成的剪切应力传递。该模型的适用性已针对最近破裂的经受主应力旋转的PVA-ECC板的实验进行了验证,表明所提出的模型可复制板的各种响应。带有不同角度的预裂纹板的初始刚度和整体强度的下降表现得很好。最后,本文证明了该模型具有复制平均裂纹的能力,该平均应变跨越了预裂纹板底部表面上发生的双向多重裂纹。

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