Microstructure evolution and impact resistance of crumb rubber concrete after elevated temperatures
With the rapid development of the automobile industry, the disposal of scrap tires in an eco-friendly manner has become a global concern. Due to excellent toughness and durability performance of crumb rubber concrete (CRC), it is a promising approach for recycling massive scrap tires. In this study, the impact resistance of CRC after exposure to elevated temperatures (200 °C and 400 °C) was experimentally investigated using a split Hopkinson bar (SHPB). The pore structure, hydrates and morphology of CRC microstructure evolution after elevated temperatures were also studied using an ultra-depth of field test, TG-DSC, CT, and NMR. Results show that although rubber concrete is subjected to 200 °C high temperature, its strength and impact resistance do not decrease because rubber can release the capillary pressure caused by elevated temperature. However, a significant loss in the ultimate strength is observed at 400 °C. This is because when CRC with a rubber content of 100 kg/m3 is subjected to an elevated temperature of 400 °C, its void (pore size > 1 μm) ratio is 3.4 times higher than that of plain concrete. The addition of rubber particles improves the impact toughness of concrete even after the elevated temperature of 400 °C, and the ultimate compressive strength under dynamic load is linearly related to the porosity and logarithm of strain rate.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/09500618
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Supplemental Notes:
- © 2023 Elsevier Ltd. All rights reserved. Abstract reprinted with permission of Elsevier.
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Authors:
- Yu, Yong
- Jin, Zuquan
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0000-0002-6564-1023
- Shen, Dongxian
- An, Junlin
- Sun, Yuyan
- Li, Ning
- Publication Date: 2023-6-27
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: 131340
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Serial:
- Construction and Building Materials
- Volume: 384
- Issue Number: 0
- Publisher: Elsevier
- ISSN: 0950-0618
- Serial URL: http://www.sciencedirect.com/science/journal/09500618?sdc=1
Subject/Index Terms
- TRT Terms: Crumb rubber; High temperature; Microstructure; Porosity; Rubberized concrete; Shock resistance
- Subject Areas: Highways; Materials; Pavements;
Filing Info
- Accession Number: 01886373
- Record Type: Publication
- Files: TRIS
- Created Date: Jun 28 2023 4:29PM