Comprehensive study on performance of glass fibers-based concrete

被引:15
|
作者
Ruben, Nerella [1 ]
Venkatesh, Chava [1 ]
Durga, Chereddy Sonali Sri [1 ]
Chand, Madduru Sri Rama [2 ]
机构
[1] VFSTR Univ, Dept Civil Engn, Guntur 522213, Andhra Pradesh, India
[2] Sree Chaitanya Coll Engn, Dept Civil Engn, Karimnagar 505527, Telangana, India
关键词
Fresh properties; Flexural strength; Glass fibers; Micro-cracks; Microstructure;
D O I
10.1007/s41062-021-00490-4
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Concrete is a typical brittle material; it has poor ductility, low tensile strength, and prone to micro-cracks. To overcome this behavior, alkali-resistant glass fibers (AGF) are added to concrete in present study, and this is the principal route for usage of glass fibers in structural concrete from laboratory investigation to industrial usage. Here, alkali-resistant glass fibers are used as an additive to concrete with 1-3% of cement weight. Moreover, detailed investigations were conducted on workability (slump cone test), mechanical strength (split tensile, compressive, and flexural strength tests), durability studies [Rapid chloride permeability test (RCPT) and Accelerated corrosion test (ACT)] and microstructure analysis [Scanning electron microscopy (SEM) with Energy-dispersive X-ray spectroscopy analysis (EDS)]. Glass fibers additive mixes have shown a negative effect on fresh properties and positive impact on durability and mechanical properties with increased addition of it. Meanwhile, the microstructure analysis reported that bonding between cementitious matrix and glass fiber is adequate up to 2%. The addition of glass fibers enriched dense surface formation of concrete.
引用
收藏
页数:11
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