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author:

Hassi, S. (Hassi, S..) [1] | Javanmardi, A. (Javanmardi, A..) [2] | Lai, Z. (Lai, Z..) [3] | Rashidi, M. (Rashidi, M..) [4]

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Scopus

Abstract:

This paper investigates the effects of sodium polyacrylate and polyacrylate-co-acrylamide superabsorbent polymers (SAPs) on the self-healing performance and corrosion resistance of steel rebar embedded in cracked and uncracked ultra-high performance concrete (UHPC) specimens in pure water and chloride seawater. The self-healing efficiency was assessed by measuring the swelling capability of SAPs, quantifying crack widths closure, and evaluating the corrosion behaviors of the UHPC specimens over 280 days using electrochemical impedance spectroscopy. Healing products were identified via scanning electron microscopy and X-ray diffraction. The results revealed that SAPs-based specimens achieved complete crack healing (100 %) and significantly enhanced the corrosion resistance of steel rebar in pure water. However, in chloride seawater, the ability of SAPs to close cracks and improve corrosion resistance was reduced. Although SAPs delayed the corrosion process in both environments, they could not completely restore the corrosion resistance lost due to cracking, achieving 13.65 % healing efficiency for the mixture with sodium polyacrylate SAP and 10.60 % for the mixture polyacrylate-co-acrylamide SAP. Microscopic observation and chemical analysis revealed that C-S-H crystals were the primary healing product, with small amounts of CaCO3. The formation of Friedel's salt was also observed in chloride seawater. © 2024 Elsevier Ltd

Keyword:

Chloride seawater Corrosion resistance Crack Electrochemical impedance spectroscopy Self-healing Superabsorbent polymer Ultra-high performance concrete

Community:

  • [ 1 ] [Hassi S.]College of Civil Engineering, University Town, Key Lab of Fujian Province, Fuzhou University, 2 Xueyuan Road, Fuzhou, 350108, China
  • [ 2 ] [Javanmardi A.]College of Civil Engineering, University Town, Key Lab of Fujian Province, Fuzhou University, 2 Xueyuan Road, Fuzhou, 350108, China
  • [ 3 ] [Javanmardi A.]Centre for Infrastructure Engineering, Western Sydney University, Sydney, 2000, Australia
  • [ 4 ] [Javanmardi A.]Research and Development Center, PASOFAL Engineering, Sydney, 2000, NSW, Australia
  • [ 5 ] [Lai Z.]College of Civil Engineering, University Town, Key Lab of Fujian Province, Fuzhou University, 2 Xueyuan Road, Fuzhou, 350108, China
  • [ 6 ] [Rashidi M.]Centre for Infrastructure Engineering, Western Sydney University, Sydney, 2000, Australia

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Source :

Construction and Building Materials

ISSN: 0950-0618

Year: 2024

Volume: 451

7 . 4 0 0

JCR@2023

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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