Proceedings of the 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024)

Effect of Aggregate and Fiber on High Temperature Performance of Ultra-High Performance Concrete

Authors
Min Xiao1, *, Jianqin Li2, Fucai Liu1, Hui Wang2, Yifei Jiao3
1Guangdong Gaiteqi New Materials Technology Co., Ltd., Qingyuan, 511600, China
2State Grid Economics and Technological Research Institute, Beijing, 102209, China
3State Grid Sichuan Economic Research Institute, Chengdu, 610000, China
*Corresponding author. Email: MinXiaogaiteqi@163.com
Corresponding Author
Min Xiao
Available Online 13 June 2025.
DOI
10.2991/978-94-6463-726-7_42How to use a DOI?
Keywords
High temperature performance; UHPC; Compressive strength; Aluminate cement Sintered bauxite sand; quartz sand; steel fiber; PVA fibers
Abstract

This study examines the high-temperature behavior of ultra-high-performance concrete (UHPC) formulated with aluminate cement and various fiber and aggregate combinations. Key performance metrics, including compressive strength, mass loss, hydration characteristics, porosity, and micro-structural changes, were evaluated across a temperature range of 200 ℃ to 1000 ℃. The developed aluminate cement-based UHPC exhibited stable strength development over time. Under high-temperature exposure, UHPC containing sintered bauxite sand demonstrated superior resistance to surface cracking and lower mass loss than UHPC with quartz sand. Compressive strength increased at 200 ℃ due to continued hydration and crystallization but declined significantly at higher temperatures due to dehydration and structural cracking. XRD and DSC analyses identified temperature-dependent phase transformations, leading to mass loss and strength reduction. SEM and porosity analyses revealed microstructural changes, including fiber degradation and pore expansion, particularly beyond 800 ℃. The results indicate that UHPC formulations combining both sintered bauxite sand and quartz sand with steel and PVA fibers exhibit improved high-temperature resistance.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024)
Series
Atlantis Highlights in Engineering
Publication Date
13 June 2025
ISBN
978-94-6463-726-7
ISSN
2589-4943
DOI
10.2991/978-94-6463-726-7_42How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Min Xiao
AU  - Jianqin Li
AU  - Fucai Liu
AU  - Hui Wang
AU  - Yifei Jiao
PY  - 2025
DA  - 2025/06/13
TI  - Effect of Aggregate and Fiber on High Temperature Performance of Ultra-High Performance Concrete
BT  - Proceedings of the 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024)
PB  - Atlantis Press
SP  - 434
EP  - 446
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-726-7_42
DO  - 10.2991/978-94-6463-726-7_42
ID  - Xiao2025
ER  -