Compressive stress-strain behavior of HSFRC reinforced with basalt fibers

Fiber-reinforced concrete (FRC) is a well-recognized construction material because of its vast application in civil engineering structures. The use of steel fibers in FRC is well established in terms of reliable modeling of its mechanical characteristics; however, new fiber reinforcements also need...

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Main Authors: Ayub, T., Shafiq, N., Khan, S.U.
Format: Article
Institution: Universiti Teknologi Petronas
Record Id / ISBN-0: utp-eprints.30877 /
Published: American Society of Civil Engineers (ASCE) 2016
Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-84961191383&doi=10.1061%2f%28ASCE%29MT.1943-5533.0001441&partnerID=40&md5=2cb58905a016cd735e022dfb62de34ae
http://eprints.utp.edu.my/30877/
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spelling utp-eprints.308772022-03-25T07:40:13Z Compressive stress-strain behavior of HSFRC reinforced with basalt fibers Ayub, T. Shafiq, N. Khan, S.U. Fiber-reinforced concrete (FRC) is a well-recognized construction material because of its vast application in civil engineering structures. The use of steel fibers in FRC is well established in terms of reliable modeling of its mechanical characteristics; however, new fiber reinforcements also need attention. This paper analyzes the compressive stress-strain behavior of three mix types of high-strength fiber-reinforced concrete (HSFRC) having compressive strengths of 70-85 MPa and containing 1-3 volume fractions of basalt fibers. In the first mix of HSFRC, 100 cement content was utilized whereas 10 cement content was replaced by silica fume and metakaolin as replacement materials in the remaining two mixes. Based on the experimental data, an analytical model to predict the complete stress-strain behavior of HSFRC is proposed that shows good agreement with experimental results. © 2015 American Society of Civil Engineers. American Society of Civil Engineers (ASCE) 2016 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-84961191383&doi=10.1061%2f%28ASCE%29MT.1943-5533.0001441&partnerID=40&md5=2cb58905a016cd735e022dfb62de34ae Ayub, T. and Shafiq, N. and Khan, S.U. (2016) Compressive stress-strain behavior of HSFRC reinforced with basalt fibers. Journal of Materials in Civil Engineering, 28 (4). http://eprints.utp.edu.my/30877/
institution Universiti Teknologi Petronas
collection UTP Institutional Repository
description Fiber-reinforced concrete (FRC) is a well-recognized construction material because of its vast application in civil engineering structures. The use of steel fibers in FRC is well established in terms of reliable modeling of its mechanical characteristics; however, new fiber reinforcements also need attention. This paper analyzes the compressive stress-strain behavior of three mix types of high-strength fiber-reinforced concrete (HSFRC) having compressive strengths of 70-85 MPa and containing 1-3 volume fractions of basalt fibers. In the first mix of HSFRC, 100 cement content was utilized whereas 10 cement content was replaced by silica fume and metakaolin as replacement materials in the remaining two mixes. Based on the experimental data, an analytical model to predict the complete stress-strain behavior of HSFRC is proposed that shows good agreement with experimental results. © 2015 American Society of Civil Engineers.
format Article
author Ayub, T.
Shafiq, N.
Khan, S.U.
spellingShingle Ayub, T.
Shafiq, N.
Khan, S.U.
Compressive stress-strain behavior of HSFRC reinforced with basalt fibers
author_sort Ayub, T.
title Compressive stress-strain behavior of HSFRC reinforced with basalt fibers
title_short Compressive stress-strain behavior of HSFRC reinforced with basalt fibers
title_full Compressive stress-strain behavior of HSFRC reinforced with basalt fibers
title_fullStr Compressive stress-strain behavior of HSFRC reinforced with basalt fibers
title_full_unstemmed Compressive stress-strain behavior of HSFRC reinforced with basalt fibers
title_sort compressive stress-strain behavior of hsfrc reinforced with basalt fibers
publisher American Society of Civil Engineers (ASCE)
publishDate 2016
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84961191383&doi=10.1061%2f%28ASCE%29MT.1943-5533.0001441&partnerID=40&md5=2cb58905a016cd735e022dfb62de34ae
http://eprints.utp.edu.my/30877/
_version_ 1741197482300276736
score 11.62408

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