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Experimental investigations on the durability of fibre-matrix interfaces in textile-reinforced concrete

机译:纤维增强混凝土中纤维-基体界面耐久性的实验研究

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摘要

Changes in the strength and toughness of textile-reinforced concrete with increasing age are determined essentially by the durability of the armouring fibres, the matrix itself, and the bond between the matrix and the fibres. Based on new experimental results, important mechanisms influencing the durability of the fibre-matrix bond are treated in this article and discussed as to their significance. The investigations were conducted on multi-filament yarns of AR-glass which were imbedded in matrices of varying alkalinity and hydration kinetics. The loading capacity of the fibre-matrix bonds was determined in direct tension tests on under-reinforced specimens after they had undergone accelerated aging. Further, the condition of the microstructure between fibre and matrix was ascertained with both image analysis and analytical procedures. It was concluded that measured reductions in the toughness of the composite material could be attributed to the diminishing protective effect of organic polymer sizing on the surface of the filaments as well as to the disadvantageous new formation of solid hydration phases (mainly Port-landite) in the fibre-matrix interface.
机译:随着年龄的增长,纤维增强混凝土的强度和韧性的变化主要取决于铠装纤维的耐久性,基体本身以及基体与纤维之间的粘合力。基于新的实验结果,本文讨论了影响纤维-基质键持久性的重要机制,并对其意义进行了讨论。研究是将AR玻璃的复丝纱嵌入碱度和水化动力学变化的基质中进行的。纤维-基体粘结的承载能力是在钢筋经过加速老化后,在直接拉伸试验中确定的。此外,通过图像分析和分析程序确定了纤维和基体之间的微观结构条件。结论是,测得的复合材料韧性降低归因于有机聚合物在长丝表面上施胶的保护作用减弱以及固体水合相(主要是Port-landite)中不利的新形成。光纤矩阵接口。

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