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Transition from Multiple Macro-Cracking to Multiple Micro-Cracking in Cementitious Composites

机译:水泥基复合材料从多重裂纹到多重裂纹的转变

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This paper presents an experimental study of the possibility of transition from multiple macro-cracking to multiple micro-cracking in cementitious composites.Conventional polyvinyl alcohol fiber reinforced cementitious composites normally exhibit macroscopic strain-hardening and multiple cracking after the first cracks appear.However,the individual crack width at the saturated stage is normally 60 to 80 μm.In the current study,the effect of fine aggregate size on the cracking performance,especially the individual crack width in the strain-hardening stage was studied by bending tests.The results show that the individual crack widths can be reduced from 60-80 μm to 10-30 μm by modifying the particle size of the fine aggregates used in the composites.
机译:本文对水泥基复合材料从多次宏观裂纹转变为多次微观裂纹的可能性进行了实验研究。常规聚乙烯醇纤维增强水泥基复合材料通常在出现第一个裂纹后表现出宏观应变硬化和多次裂纹。饱和阶段的单个裂纹宽度通常为60至80μm。目前的研究中,细骨料尺寸对裂纹性能的影响,特别是通过弯曲试验研究了应变硬化阶段的单个裂纹宽度。结果表明通过改变复合材料中使用的细骨料的粒径,可以将单个裂缝宽度从60-80μm减小到10-30μm。

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