The Influence of Curing Method on the Mechanical Properties of Reactive Powder Concrete: A Comparative Study

Authors

  • Furqan M. Hadi Department of Construction Materials, College of Engineering, University of Baghdad, Iraq
  • Zena K. Abbas Department of Civil Engineering, University of Baghdad, Iraq
Volume: 15 | Issue: 3 | Pages: 23043-23047 | June 2025 | https://doi.org/10.48084/etasr.10823

Abstract

Reactive Powder Concrete (RPC) is known for its high compressive strength and exceptional durability due to the fine and steel fiber combination. The objective of the current research is to examine the influence of different curing types and their effects on the mechanical properties of concrete. Using Jet Cure Gp - red coating along with heat cycle curing, which includes 1-day warm+27-day normal (C.A1N), 2-day warm+26-day normal (C.A2N), and 3-day warm+25-day normal (C.A3N), the results revealed a compressive strength improvement of up to 27.36%, 29.82%, and 30.05% at 7, 28, and 90 days, respectively, compared to normal curing. A flexural strength increase by 26.1%, 26.8%, and 27.5% at 7, 28, and 90 days and a tensile strength improvement of 24.8%, 25.2%, and 26.6% at 7, 28, and 90 days, respectively, were also demonstrated. Based on these findings, it is observed that the best curing technique is the heat cycle method (A3N) with 3 days of heat curing and 25 days of normal curing, which significantly enhances the mechanical properties of RPC.

Keywords:

reactive powder concrete, coating curing, warm temperature cycle, normal curing

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Author Biography

Zena K. Abbas, Department of Civil Engineering, University of Baghdad, Iraq

Dr. Zena K. Abbas Professor in University of Baghdad-College of Engineering-Department of Civil Engineering Verified email at coeng.uobaghdad.edu.iq

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How to Cite

[1]
Hadi, F.M. and Abbas, Z.K. 2025. The Influence of Curing Method on the Mechanical Properties of Reactive Powder Concrete: A Comparative Study. Engineering, Technology & Applied Science Research. 15, 3 (Jun. 2025), 23043–23047. DOI:https://doi.org/10.48084/etasr.10823.

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