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Durability properties of fibrillated polypropylene fibre reinforced highperformance concrete

机译:原纤化聚丙烯纤维增强高性能混凝土的耐久性能

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The aim of the study is to investigate the strength and durability properties of "Fibrillated Polypropylene Fibre Reinfor-ced High Performance Concrete" FPPFRHPC. The effect of addition of fly ash and metakaolin as mineral admixtures and addition of Fibrillated Polypropylene Fibre for the production of FPPFRHPC was studied in detail. The investigation was carried out on the HPC containing Fibrillated Polypropylene Fibre at the various proportions of 0, 0.1, 0.2 & 0.3 per-centages by the volume fraction. The Portland cement was partially replaced with mineral admixtures, by fly ash10% and metakaolin 10%. The FPPFRHPC mix, grade M60 concrete is designed as per ACI 211.4R-08. In the present experimental investigation, the effect of strength properties on durability properties were studied through the measurement of permea-ble voids and water absorption, acid attack / resistance and permeability test. The results indicated that on the strength studies of 10% fly ash and 10% metakaolin mineral admixtures with addition of 03% of FPP Fibre (FMHPC3 mix) showed improved performance, although fibres do not significantly improve strength, but has reduced number of cracks and crack width. The mix FMHPC3 shows better performance on durability studies, when compared with other mixes. The investigation reveals that addition of FPPF makes the concrete more durable along with the mineral admixtures.
机译:该研究的目的是研究“原纤化聚丙烯纤维增强高性能混凝土” FPPFRHPC的强度和耐久性能。详细研究了添加粉煤灰和偏高岭土作为矿物掺合料以及添加原纤化聚丙烯纤维对FPPFRHPC生产的影响。对含有HPC的原纤化聚丙烯纤维的研究按体积分数分别为0、0.1、0.2和0.3个百分比进行。波特兰水泥被矿物掺合物部分取代,粉煤灰为10%,偏高岭土为10%。 FPPFRHPC混合料,等级M60,混凝土,根据ACI 211.4R-08设计。在目前的实验研究中,通过测量通透性孔隙和吸水率,耐酸侵蚀/耐性和渗透性测试,研究了强度性能对耐久性能的影响。结果表明,在强度为10%的粉煤灰和10%的偏高岭土矿物掺合料中添加03%的FPP纤维(FMHPC3混合物)的强度研究显示出改善的性能,尽管纤维并未显着提高强度,但减少了裂纹数量和裂缝宽度。与其他混合物相比,FMHPC3混合物在耐久性研究中显示出更好的性能。调查表明,FPPF的添加使混凝土和矿物掺合料更加耐用。

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