Spalling resistance of SUHPC based on PC-CAC-C$ at elevated temperatures: Role of whiskers and steel fibers

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Authors: Jia He, Yanshuo Liu, Xuan Ling, Huayi Wang, Zhiyi Tang, Zhengrui Chen, Qingliang Yu
Cited by: 1
References: 47

Abstract

Sprayed ultra-high-performance concrete (SUHPC) holds great promise for structural repair and complex construction due to its exceptional strength and durability. However, conventional Portland cement-based SUHPC is highly susceptible to explosive spalling at elevated temperatures. This study develops a spalling-resistant SUHPC by introducing a Portland cement–calcium aluminate cement–gypsum (PC–CAC–C$) ternary system, reinforced with calcium sulfate whiskers (CSW) and steel fibers. The results reveal that the ternary system retained thermally stable crystalline phases (Al₂O₃, C₁₂A₇, wollastonite, CA, CA₂) up to 1000 °C, conferring superior phase stability compared with the PC-based system. At the microstructural level, the ternary system increased the fraction of capillary porosity. The incorporation of CSW promoted the accumulation of hydration products within the interfacial transition zone (ITZ), which refined the CSW–matrix interface and led to improved flexural performance. Notably, benefiting from the synergistic effect of CSW and steel fibers, the ternary system facilitated the formation of continuous and uniformly distributed vapor-release channels, which effectively suppressed explosive spalling and enabled SUHPC to retain a high residual compressive strength of 45.8 MPa and a flexural strength of 7.4 MPa even after exposure to 1000 °C. This study provides an effective strategy for enhancing the high-temperature resistance of SUHPC, thereby broadening its potential for durable structural repair and fire-resilient applications. • A novel SUHPC with enhanced spalling resistance was developed using a PC–CAC–C$ binder system, CSW and steel fibers. • Transformation of CAH₁₀ and C₂AH₈ into C₃AH₆ increases pore connectivity, promoting vapor release and mitigating spalling. • CSW enhances fiber–matrix bonding and increases residual flexural strength by 27.81% at 1000 °C in ternary SUHPC system. • Synergistic effect of CSW and steel fibers significantly enhances the spalling resistance of SUHPC at elevated temperatures.

Fields of Study & Subjects

Fire effects on concrete materials Concrete and Cement Materials Research Advanced ceramic materials synthesis

Publication details

Journal / source
Construction and Building Materials
Publisher
Elsevier BV
Volume
507
Pages
145100–145100
Publication date
1 January 2026
Language
EN