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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2026, Vol. 45 ›› Issue (2): 461-470.DOI: 10.16552/j.cnki.issn1001-1625.2025.0791

• Cement and Concrete • Previous Articles     Next Articles

Shrinkage and Prediction Model of High-Performance Micro-Fine Steel Fiber Reinforced Sulphoaluminate Cement Concrete

LI Xiaopeng(), ZHAO Jun(), CHEN Zhehan, LIANG Mengyang   

  1. School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China
  • Received:2025-08-05 Revised:2025-09-26 Online:2026-02-20 Published:2026-03-09
  • Contact: ZHAO Jun

Abstract:

Sulphoaluminate cement (SAC) has the characteristics of micro-expansion and low shrinkage. Therefore, Using SAC-based composite materials as the connection material for precast structural joint, is expected to reduce the risk of shrinkage cracking. This study revealed the variation law and mechanism of the shrinkage of steel fiber reinforced sulphoaluminate cement concrete (SFRSC) through shrinkage tests, hydration heat tests and SEM tests. The results indicate that decreasing binder-aggregate ratio, sand ratio and fly ash content, or increasing steel fiber volume fraction, can restrain the shrinkage of SFRSC. The inhibitory effect of steel fiber plateaus when its volume exceeds 3.0%. The shrinkage of SFRSC is significantly lower than that of steel fiber reinforced ordinary Portland cement concrete. Micro-structural observations indicate that the transformation of ettringite (AFt) into calcium monosulfoaluminate hydrate (AFm) is accompanied by substantial bound-water release and a reduction in solid volume, jointly contributing to SFRSC shrinkage. The shrinkage of SFRSC arises from the combined effects of SAC hydration, self-desiccation, and steel fiber constraint. The synergistic action among AFt, AFm and steel fiber establish a multi-level shrinkage-suppression system in SFRSC, characterizing by expansion compensation-shrinkage inhibition-mechanical restraint. Finally, a predictive model for SFRSC shrinkage is proposed based on ACI code and CEB-FIP code.

Key words: steel fiber reinforced concrete, sulphoalumimate cement, shrinkage, hydration heat, binder-aggregate ratio, sand ratio, shrinkage model

CLC Number: