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Cited by 270

The DOI matches its Crossref record; 34 of the 34 references it cites were found in a registry or an index.

Compressive behavior of steel fiber reinforced recycled aggregate concrete after exposure to elevated temperatures

Open access
Chen, G.M., He, Y.H., Yang, H., Chen, J.F., Guo, Y.C.·2014·Construction and Building Materials

Abstract

Abstract For sustainability considerations, the use of recycled aggregate in concrete has attracted many interests in the research community. One of the main concerns for using such concrete in buildings is its spalling in fire. This may be alleviated by adding steel fibers to form steel fiber reinforced recycled aggregate concrete (SFRAC). This paper presents an experimental investigation into the compressive properties of SFRAC cylinders after exposure to elevated temperatures, including the compressive strength, Young’s modulus (stiffness), stress–strain curve and energy absorption capacity (toughness). The effects of two parameters, namely steel fiber volume content (0%, 0.5%, 1%, 1.5%) and temperature (room temperature, 200 °C, 400 °C and 600 °C) on the compressive mechanical properties of concrete were investigated. The test results show that both compressive strength and stiffness of the concrete are significantly reduced after exposure to high temperatures. The addition of steel fibers is helpful in preventing spalling, and significantly improves the ductility and the cracking behavior of recycled aggregate concrete (RAC) after exposure to high temperatures, which is favorable for the application of RAC in building construction.

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Crossref · 10.1016/j.conbuildmat.2014.08.012

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Metadata

Authors
Chen, G. M., He, Y. H., Yang, H., Chen, J. F., & Guo, Y. C.
Venue
Construction and Building Materials
Publisher
Elsevier BV
Published
2014-11
Volume
71
Pages
1-15
ISSN
0950-0618 (ISSN-L)
OpenAlex
W1967650499
Cited by
270
References
34
FWCI
17.26
Type
journal article
Language
en
Open access
green

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CoChat. (2026). Citation check: Compressive behavior of steel fiber reinforced recycled aggregate concrete after exposure to elevated temperatures. https://app.cochat.ai/papers/10.1016/j.conbuildmat.2014.08.012
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Chen, G. M., He, Y. H., Yang, H., Chen, J. F., & Guo, Y. C. (2014). Compressive behavior of steel fiber reinforced recycled aggregate concrete after exposure to elevated temperatures. Construction and Building Materials. https://doi.org/10.1016/j.conbuildmat.2014.08.012

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Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).

Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.