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Fractal characteristics of pore structure of hybrid Basalt-Polypropylene fibre-reinforced concrete

机译:杂交玄武岩聚丙烯纤维钢筋混凝土孔隙结构分形特征

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摘要

The pore characteristics of hybrid basalt-polypropylene fibre-reinforced concrete (HBPRC) are investigated using mercury intrusion porosimetry. The research results indicate that the cumulative pore volume of concrete increases with fibre addition. The pore surface fractal dimension (D-s) of HBPRC in gel, capillary, and large pore regions decreases sequentially although it has no physical characteristics in a transition pore region. The incorporation of fibres has an insignificant effect on D-s in gel and capillary pore regions; however, it has a reducing effect on D-s in the large pore region. Furthermore, the greater the concrete strength, the larger D-s becomes and the greater the reducing effect of fibres on D-s in the large pore region. Through microscopic and mesoscopic analyses, it has been suggested that bubbles introduced by fibres and the weak dispersion of such fibres are the main reasons for the deterioration of the large pore structure of HBPRC.
机译:采用汞侵入孔隙测定法研究了杂化玄武岩 - 聚丙烯纤维增强混凝土(HBPRC)的孔隙特性。 研究结果表明,混凝土累积孔体积随比纤维添加而增加。 凝胶,毛细管和大孔区HBPRC的孔表面分形尺寸(D-S)依次减少,尽管在过渡孔区域中没有物理特性。 纤维的掺入对凝胶和毛细血管孔区域的D-S产生了微不足道的影响; 然而,它对大孔区域的D-S产生降低效果。 此外,混凝土强度越大,较大的D-S变为且纤维在大孔区域中的D-S上的降低效果越大。 通过显微镜和介观分析,已经提出通过纤维引入的气泡和这种纤维的弱分散是HBPRC的大孔隙结构劣化的主要原因。

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