TY - JOUR
T1 - Concrete reinforced with macro fibres recycled from waste GFRP
AU - Fu, Bing
AU - Liu, K. C.
AU - Chen, J. F.
AU - Teng, J. G.
N1 - Funding Information:
The authors gratefully acknowledge the financial support provided by the Hong Kong Research Grants Council (Project No: T22-502/18-R), The Hong Kong Polytechnic University (Project Account Code: 1-BBAG), and the National Natural Science Foundation of China (Project Nos: 51608130 and 51978176 ). The authors also wish to thank Mr. Huang Jun-Jian for his help in conducting some of the tests and Techstorm Advanced Materials Co. Ltd. for providing the decommissioned wind blade used in this study.
Funding Information:
The authors gratefully acknowledge the financial support provided by the Hong Kong Research Grants Council (Project No: T22-502/18-R), The Hong Kong Polytechnic University (Project Account Code: 1-BBAG), and the National Natural Science Foundation of China (Project Nos: 51608130 and 51978176). The authors also wish to thank Mr. Huang Jun-Jian for his help in conducting some of the tests and Techstorm Advanced Materials Co. Ltd. for providing the decommissioned wind blade used in this study.
Publisher Copyright:
© 2021 Elsevier Ltd
PY - 2021/12/6
Y1 - 2021/12/6
N2 - Fibre reinforced polymer (FRP) composites are widely used in many industries due to their excellent mechanical and durability properties. This means that an increasing amount of FRP waste, arising from production, processing and decommissioning, needs to be processed. Common FRP composites are normally thermoset and non-biodegradable, posing a significant environmental threat if they are not disposed of properly at their end of life. While recycling of FRP is environmentally desirable, almost all existing recycling methods, which are based on either thermal, chemical or mechanical processes, are economically unviable if governmental subsides are not available. The recycling of glass FRP (GFRP) waste, which accounts for over 95% of all types of FRP waste by weight, is even more economically challenging than the recycling of carbon FRP (CFRP) waste due to the lesser economic value of the former. This paper explores a novel mechanical method for recycling GFRP waste by processing it into macro fibres for reinforcing concrete, with the resulting material referred to as macro fibre reinforced concrete (MFRC). The mechanical properties of MFRC were investigated. The test results showed that the addition of macro fibres had two major effects on the concrete: (1) the workability of concrete depends strongly on the macro fibre volume ratio, with the slump value reducing from 176 mm to 83 mm as the macro fibre volume ratio increased from 0% to 1.5%; (2) the flexural strength and toughness of the concrete be greatly enhanced by the addition of macro fibres, e.g., by 1.3 and 230 times when the macro fire value ratio was 1.5%. The proposed recycling method for waste GFRP is therefore believed to be both technically feasible and economically attractive.
AB - Fibre reinforced polymer (FRP) composites are widely used in many industries due to their excellent mechanical and durability properties. This means that an increasing amount of FRP waste, arising from production, processing and decommissioning, needs to be processed. Common FRP composites are normally thermoset and non-biodegradable, posing a significant environmental threat if they are not disposed of properly at their end of life. While recycling of FRP is environmentally desirable, almost all existing recycling methods, which are based on either thermal, chemical or mechanical processes, are economically unviable if governmental subsides are not available. The recycling of glass FRP (GFRP) waste, which accounts for over 95% of all types of FRP waste by weight, is even more economically challenging than the recycling of carbon FRP (CFRP) waste due to the lesser economic value of the former. This paper explores a novel mechanical method for recycling GFRP waste by processing it into macro fibres for reinforcing concrete, with the resulting material referred to as macro fibre reinforced concrete (MFRC). The mechanical properties of MFRC were investigated. The test results showed that the addition of macro fibres had two major effects on the concrete: (1) the workability of concrete depends strongly on the macro fibre volume ratio, with the slump value reducing from 176 mm to 83 mm as the macro fibre volume ratio increased from 0% to 1.5%; (2) the flexural strength and toughness of the concrete be greatly enhanced by the addition of macro fibres, e.g., by 1.3 and 230 times when the macro fire value ratio was 1.5%. The proposed recycling method for waste GFRP is therefore believed to be both technically feasible and economically attractive.
KW - Concrete
KW - GFRP
KW - Macro fibre
KW - Mechanical recycling
KW - Waste
UR - http://www.scopus.com/inward/record.url?scp=85117704052&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2021.125063
DO - 10.1016/j.conbuildmat.2021.125063
M3 - Journal article
AN - SCOPUS:85117704052
SN - 0950-0618
VL - 310
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 125063
ER -