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    Rights statement: This is the author’s version of a work that was accepted for publication in Construction and Building Materials. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Construction and Building Materials, 314, Part A, 2021 DOI: 10.1016/j.conbuildmat.2021.125585

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Experimental study on thermal performance of ultra-high performance concrete with coarse aggregates at high temperature

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Experimental study on thermal performance of ultra-high performance concrete with coarse aggregates at high temperature. / Xue, C.; Yu, M.; Xu, H. et al.
In: Construction and Building Materials, Vol. 314, No. Part A, 125585, 03.01.2022.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

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Xue C, Yu M, Xu H, Xu L, Saafi M, Ye J. Experimental study on thermal performance of ultra-high performance concrete with coarse aggregates at high temperature. Construction and Building Materials. 2022 Jan 3;314(Part A):125585. Epub 2021 Nov 16. doi: 10.1016/j.conbuildmat.2021.125585

Author

Xue, C. ; Yu, M. ; Xu, H. et al. / Experimental study on thermal performance of ultra-high performance concrete with coarse aggregates at high temperature. In: Construction and Building Materials. 2022 ; Vol. 314, No. Part A.

Bibtex

@article{99d6d3dedc6c42ccb5b111fa37febba5,
title = "Experimental study on thermal performance of ultra-high performance concrete with coarse aggregates at high temperature",
abstract = "Ultra-high performance concrete (UHPC) exhibits superior mechanical and durability performance with very high compressive strength. Compared with ordinary concrete, it is more environmentally friendly and has the great potential to be a practical solution to improve the sustainability of infrastructure. This study focuses on examining thermal properties of UHPC with coarse aggregates (CA-UHPC) subjected to temperature ranged from 20 °C ∼ 900 °C, including changes in macro and micro morphology before and after high temperatures, thermal conductivity, mass loss, specific heat and thermal expansion. The effects of high temperature, coarse aggregate and steel fiber content on the thermal performance of the material will be evaluated both qualitatively and quantitatively. Experimental results show that high temperature greatly affects thermal properties of CA-UHPC. Coarse aggregates also have a considerable influence on the thermal properties. Steel fibers, however, have little effect on the thermal properties. Based on the test results, meso calculation formulas are proposed to predict the thermal properties, which can be used in the design of structural components made of CA-UHPC. ",
keywords = "CA-UHPC, Coarse aggregates, High temperature, Steel fibers, Thermal parameters, Aggregates, Compressive strength, High performance concrete, Specific heat, Thermal conductivity, Thermal expansion, CA-ultra-high performance concrete, Durability performance, Highest temperature, Macro morphology, Mechanical performance, Ordinary concretes, Practical solutions, Thermal Performance",
author = "C. Xue and M. Yu and H. Xu and L. Xu and M. Saafi and J. Ye",
note = "This is the author{\textquoteright}s version of a work that was accepted for publication in Construction and Building Materials. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Construction and Building Materials, 314, Part A, 2021 DOI: 10.1016/j.conbuildmat.2021.125585 ",
year = "2022",
month = jan,
day = "3",
doi = "10.1016/j.conbuildmat.2021.125585",
language = "English",
volume = "314",
journal = "Construction and Building Materials",
issn = "0950-0618",
publisher = "Elsevier Ltd",
number = "Part A",

}

RIS

TY - JOUR

T1 - Experimental study on thermal performance of ultra-high performance concrete with coarse aggregates at high temperature

AU - Xue, C.

AU - Yu, M.

AU - Xu, H.

AU - Xu, L.

AU - Saafi, M.

AU - Ye, J.

N1 - This is the author’s version of a work that was accepted for publication in Construction and Building Materials. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Construction and Building Materials, 314, Part A, 2021 DOI: 10.1016/j.conbuildmat.2021.125585

PY - 2022/1/3

Y1 - 2022/1/3

N2 - Ultra-high performance concrete (UHPC) exhibits superior mechanical and durability performance with very high compressive strength. Compared with ordinary concrete, it is more environmentally friendly and has the great potential to be a practical solution to improve the sustainability of infrastructure. This study focuses on examining thermal properties of UHPC with coarse aggregates (CA-UHPC) subjected to temperature ranged from 20 °C ∼ 900 °C, including changes in macro and micro morphology before and after high temperatures, thermal conductivity, mass loss, specific heat and thermal expansion. The effects of high temperature, coarse aggregate and steel fiber content on the thermal performance of the material will be evaluated both qualitatively and quantitatively. Experimental results show that high temperature greatly affects thermal properties of CA-UHPC. Coarse aggregates also have a considerable influence on the thermal properties. Steel fibers, however, have little effect on the thermal properties. Based on the test results, meso calculation formulas are proposed to predict the thermal properties, which can be used in the design of structural components made of CA-UHPC.

AB - Ultra-high performance concrete (UHPC) exhibits superior mechanical and durability performance with very high compressive strength. Compared with ordinary concrete, it is more environmentally friendly and has the great potential to be a practical solution to improve the sustainability of infrastructure. This study focuses on examining thermal properties of UHPC with coarse aggregates (CA-UHPC) subjected to temperature ranged from 20 °C ∼ 900 °C, including changes in macro and micro morphology before and after high temperatures, thermal conductivity, mass loss, specific heat and thermal expansion. The effects of high temperature, coarse aggregate and steel fiber content on the thermal performance of the material will be evaluated both qualitatively and quantitatively. Experimental results show that high temperature greatly affects thermal properties of CA-UHPC. Coarse aggregates also have a considerable influence on the thermal properties. Steel fibers, however, have little effect on the thermal properties. Based on the test results, meso calculation formulas are proposed to predict the thermal properties, which can be used in the design of structural components made of CA-UHPC.

KW - CA-UHPC

KW - Coarse aggregates

KW - High temperature

KW - Steel fibers

KW - Thermal parameters

KW - Aggregates

KW - Compressive strength

KW - High performance concrete

KW - Specific heat

KW - Thermal conductivity

KW - Thermal expansion

KW - CA-ultra-high performance concrete

KW - Durability performance

KW - Highest temperature

KW - Macro morphology

KW - Mechanical performance

KW - Ordinary concretes

KW - Practical solutions

KW - Thermal Performance

U2 - 10.1016/j.conbuildmat.2021.125585

DO - 10.1016/j.conbuildmat.2021.125585

M3 - Journal article

VL - 314

JO - Construction and Building Materials

JF - Construction and Building Materials

SN - 0950-0618

IS - Part A

M1 - 125585

ER -