Abstract

In the fabrication of precast concrete components, rapid early-age strength development during the hardening process is crucial to facilitate formwork operation and production cost. In this study, heat treatment was adopted to boost the compressive strength of cement paste and concrete mixtures over a threshold of 40 MPa at 12 h by applying steam curing and 3 h of autoclave at 180°C sequentially. Cement paste samples were prepared using different fly ash (FA) contents and water-to-binder (w/b) ratios, and concrete samples produced in accordance with the densified mixture design algorithm (DMDA) method. The compressive strength of the paste samples with w/b ratios of 0.23 and 0.30 attained the threshold strength (40 MPa) at 12 h. Compressive strength in the cement paste after autoclaving was 41% to 102% higher than at 12 h and was significantly increased in the FA samples. The 12 h compressive strength of concrete mixtures with FA all attained in excess of 40 MPa, while the reference mixture exhibited below 40 MPa (w/b ratio =0.23; cement content =480  kg/m3). The FA content designed by DMDA method at an alpha ratio (α) of 5% was identified as the optimum FA level in the concrete mixture. The higher w/b ratios and lower cement content exhibited twelfth hour compressive strengths below 40 MPa. The compressive strength of autoclave-treated concrete samples designed with cement content of 480  kg/m3 surpassed 80 MPa, while the lower-cement-content mixtures showed lower-strength values. All of the concrete mixtures attained high ultrasonic pulse velocity results (over 3,660  m/s), indicating good durability.

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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 European Project H2020 TREEADS: A Holistic Fire Management Ecosystem for Prevention, Detection and Restoration of Environmental Disasters (REF: 101036926). The authors are also grateful to the National Science and Technology Council (NSTC) for providing support (MOST 111-2923-E-011 -003 -MY4).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 12December 2023

History

Received: Oct 19, 2022
Accepted: May 5, 2023
Published online: Sep 27, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 27, 2024

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Postdoctoral Scholar, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, No. 43, Sec. 4, Keelung Rd., Taipei 10607, Taiwan; Lecturer, Dept. of Civil Engineering, Univ. of Technology and Education, Univ. of Da Nang, No. 48, Cao Thang St., Da Nang 550000, Vietnam. Email: [email protected]
Ngoc-Duy Do [email protected]
Ph.D. Candidate, Dept. of Civil and Construction Engineering, College of Engineering, National Taiwan Univ. of Science and Technology, No. 43, Sec. 4, Keelung Rd., Taipei 10607, Taiwan. Email: [email protected]
Yibas Mamuye [email protected]
Ph.D. Candidate, Dept. of Civil and Construction Engineering, College of Engineering, National Taiwan Univ. of Science and Technology, No. 43, Sec. 4, Keelung Rd., Taipei 10607, Taiwan. Email: [email protected]
Chao-Lung Hwang [email protected]
Professor, Dept. of Civil and Construction Engineering, College of Engineering, National Taiwan Univ. of Science and Technology, No. 43, Sec. 4, Keelung Rd., Taipei 10607, Taiwan. Email: [email protected]
Min-Chih Liao [email protected]
Professor, Dept. of Civil and Construction Engineering, College of Engineering, National Taiwan Univ. of Science and Technology, No. 43, Sec. 4, Keelung Rd., Taipei 10607, Taiwan (corresponding author). Email: [email protected]
Mitiku Damtie Yehualaw, Ph.D. [email protected]
Associate Professor, Faculty of Civil and Water Resource Engineering, Bahir Dar Institute of Technology, Bahir Dar Univ., Bahir Dar, Ethiopia. Email: [email protected]
Production Manager, Tsen Lung Cement Products Company (Ltd.), 90, Jiashin E. Rd., Kangshan Dist., Kaohsiung City 820, Taiwan. ORCID: https://orcid.org/0000-0003-4131-0091. Email: [email protected]

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