Recycled glass fiber reinforced polymer additions to Portland cement concrete

被引:90
作者
Dehghan, Alireza [1 ]
Peterson, Karl [1 ]
Shvarzman, Asia [2 ]
机构
[1] Univ Toronto, Dept Civil Engn, 35 St George St, Toronto, ON M5S 1A4, Canada
[2] Antex Western, 1340 Church Ave, Winnipeg, MB R3C 2L4, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Recycled glass fiber reinforced polymer; Alkali silica reaction; Drying shrinkage; Concrete microscopy; ALKALI-SILICA REACTION; LIGHTWEIGHT AGGREGATE; WASTE GLASS; MECHANICAL-PROPERTIES; COMPOSITE-MATERIALS; GFRP WASTE; POWDER; IMPACT; REPLACEMENT; FRESH;
D O I
10.1016/j.conbuildmat.2017.04.011
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With recent developments in grinding and sorting technology it is possible to recover glass fibers from waste glass fiber reinforced polymers (GFRPs). The recycled fibers still retain some of the polymer and filler materials, but have the potential to provide some of the same benefits achieved by conventional fiber additions. The research program explored the influence of recycled GFRP on compressive strength, splitting tensile strength, and drying shrinkage in concrete, and alkali silica reaction (ASR) expansion in accelerated mortar beam and concrete prism tests. Compressive strength and drying shrinkage were not improved by recycled GFRP additions at a substitution level of 5 wt% of the coarse aggregate, but splitting tensile strengths were improved in most cases. Negligible expansion was observed from the ASR testing. A scanning electron microscope investigation of the concrete prisms indicated a pozzolanic reaction of the glass fibers. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:238 / 250
页数:13
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