4.7 Article

Performance optimization of one-component polyurethane healing agent for self-healing concrete

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 179, Issue -, Pages 151-159

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2018.05.199

Keywords

Self-healing; Capsule & nbsp;; Healing agent; Compatibility; Healing efficiency; One-component polyurethane

Funding

  1. National Natural Science Foundation of China [51674038]
  2. Shandong Province Natural Science Foundation [ZR2018JL019]
  3. China Postdoctoral Science Foundation [2014M560567, 2015T80730]
  4. Shandong Province Science and Technology Development Plan [2017GSF220003]
  5. State Key Program for Coal Joint Funds of the National Natural Science Foundation of China [U1261205]
  6. Scientific Research Foundation of Shandong University of Science and Technology for Recruited Talents [2017RCJJ010, 2017RCJJ037]

Ask authors/readers for more resources

In this work, glass capsules containing one-component polyurethane healing agents are embedded in concrete to realize its self-healing properties. First, one-component polyurethane is diluted with acetone, and the viscosity, area of dispersion, surface tension, and bond strength of the resulting mixture are investigated. By encapsulating the diluted polyurethane inside quartz glass tubes, two different package types of capsules are prepared (capsules I and II), and their compatibility with concrete and survival rate are analyzed. In particular, the microscopic interface between the polyurethane and concrete phases is studied via scanning electron microscopy, while energy-dispersive X-ray spectroscopy is used to determine their elemental compositions. The mechanical properties of the produced self-healing concrete are examined by performing three-point bending tests, and the self-healing efficiency of the polyurethane healing agent is determined. When the acetone/polyurethane mass ratio is equal to 1:5, the viscosity and surface tension of the resulting mixture are low, while its healing effect is the strongest one. The strength recovery rate observed after 48 h of manual crack healing is 75%, and after two different types of glass capsules were placed into concrete, its flexural strength increased by 6-30%. However, the embedded glass capsules break after the crack formation in the self-healing concrete block. Finally, the strongest healing effect is observed for the self-healing concrete containing two type fl capsules, which corresponds to the healing efficiency of 67%. (C) 2018 Elsevier Ltd. All rights reserved.

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