Technical Papers
Dec 26, 2023

Synergistic Effects of Multiscale MgO Expansion Agent and SAP on the Mechanical and Shrinkage Properties of UHPC

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 3

Abstract

Because of its low water-to-binder ratio and high cementitious material content, ultrahigh performance concrete (UHPC) exhibits significant autogenous shrinkage at an early age, which makes shrinkage cracking a common occurrence. This study addresses this issue by combining a multiscale MgO expansion agent and a super absorbent polymer (SAP) internal curing material to significantly enhance or completely compensate for the early age autogenous shrinkage of UHPC. The effect of multiscale MgO expansion agent and SAP on the mechanical, working, and shrinkage properties of UHPC was investigated, and the synergistic mechanism of mixing multiscale expansion agent and SAP was elucidated using scanning electron microscopy (SEM), X-ray diffraction analysis (XRD), mercury intrusion porosimetry (MIP), and thermal gravimetric (TG) analyses. The results indicate that the multiscale MgO expansion agent is more conducive to the development of the mechanical properties of UHPC than the single-scale expansion agent, and provides a constant expansion source throughout the entire hydration process of the UHPC system. Because of the additional water introduced by SAP, which supports the hydration of the cementitious material and the multiscale MgO expansion agent, the introduction of SAP can enhance the workability of UHPC while further reducing the autogenous shrinkage of UHPC at an early age. This study can provide statistical support and theoretical guidance for resolving the issue of significant autogenous shrinkage in the early stages of UHPC.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work is supported by the National Natural Science Foundation of China (Grant No. 51578325).

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Journal of Materials in Civil Engineering
Volume 36Issue 3March 2024

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Received: Nov 18, 2022
Accepted: Aug 7, 2023
Published online: Dec 26, 2023
Published in print: Mar 1, 2024
Discussion open until: May 26, 2024

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School of Civil Engineering, Shandong Univ., Qianfoshan Campus, 17923 No. Ten Rd., Qianfoshan St., Jinan 250002, PR China; China Construction Infrastructure Corp., Ltd., China State Construction Wealth International Center, Anding Rd., Chaoyang District, Beijing 100029, PR China. ORCID: https://orcid.org/0000-0002-5421-4499. Email: [email protected]
Youzhi Wang, Dr.Eng. [email protected]
Professor, School of Civil Engineering, Shandong Univ., Qianfoshan Campus, 17923 No. Ten Rd., Qianfoshan St., Jinan 250002, PR China (corresponding author). Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Shandong Univ., Qianfoshan Campus, 17923 No. Ten Rd., Qianfoshan St., Jinan 250002, PR China. Email: [email protected]
Master’s Student, School of Civil Engineering, Shandong Univ., Qianfoshan Campus, 17923 No. Ten Rd., Qianfoshan St., Jinan 250002, PR China. Email: [email protected]
Assistant Professor, School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, PR China. Email: [email protected]

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