Technical Papers
Nov 26, 2021

Experimental Investigation on Correlation between Autogenous Shrinkage and Internal Relative Humidity of Superabsorbent Polymer–Modified Concrete

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 2

Abstract

This research investigated the effect of superabsorbent polymers (SAPs) (0%, 0.17%, 0.35%, and 0.49% of cement content by weight) on the correlation between autogenous shrinkage (AS) and internal relative humidity (IRH) of high strength concrete under sealing conditions. An integrated device was designed to measure the IRH and AS of concrete simultaneously. Experimental results and analysis indicated that (1) the IRH of the SAP-modified concrete at 28 days and the critical time of the IRH increased as dosages of SAPs increased; (2) the expansion of the SAP-modified concrete at an early age was obvious within the first day, and the expansion peak increased as the dosages of SAPs increased; (3) the AS at 28 days and the AS rate of the SAP-modified concrete decreased as the dosages of SAPs increased; and (4) a prediction model for the AS of SAP-modified concrete was proposed considering concrete relative humidity and the quantity of internal curing water.

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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 research was supported by the National Natural Science Foundation of China (Grant No. 51879092), the Fundamental Research Funds for the Central Universities of China (Grant No. 2019B52814), the Postgraduate Research and Practice Innovation Program of Jiangsu Province (Grant Nos. KYCX20_0454 and SJCX20_0166), and the Qing Lan Project of Jiangsu Province of China. The authors gratefully acknowledge the financial support.

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Journal of Materials in Civil Engineering
Volume 34Issue 2February 2022

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Received: Feb 11, 2021
Accepted: Jun 25, 2021
Published online: Nov 26, 2021
Published in print: Feb 1, 2022
Discussion open until: Apr 26, 2022

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Professor, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Deputy Director, Jiangsu Engineering Research Center of Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China (corresponding author). ORCID: https://orcid.org/0000-0002-0283-6835. Email: [email protected]; [email protected]
Chengcai Li [email protected]
Research Student, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Research Student, Jiangsu Engineering Research Center of Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China. Email: [email protected]
Research Student, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Research Student, Jiangsu Engineering Research Center of Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China. ORCID: https://orcid.org/0000-0002-7419-9994. Email: [email protected]
Research Student, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Research Student, Jiangsu Engineering Research Center of Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China. Email: [email protected]
Jiacheng Kang [email protected]
Research Student, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Research Student, Jiangsu Engineering Research Center of Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China. Email: [email protected]

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