Materials Map

Discover the materials research landscape. Find experts, partners, networks.

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The Materials Map is an open tool for improving networking and interdisciplinary exchange within materials research. It enables cross-database search for cooperation and network partners and discovering of the research landscape.

The dashboard provides detailed information about the selected scientist, e.g. publications. The dashboard can be filtered and shows the relationship to co-authors in different diagrams. In addition, a link is provided to find contact information.

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Materials Map under construction

The Materials Map is still under development. In its current state, it is only based on one single data source and, thus, incomplete and contains duplicates. We are working on incorporating new open data sources like ORCID to improve the quality and the timeliness of our data. We will update Materials Map as soon as possible and kindly ask for your patience.

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Van Stappen, Jeroen

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Ghent University

in Cooperation with on an Cooperation-Score of 37%

Topics

Publications (6/6 displayed)

  • 2023Assessment of pore structure characteristics and tortuosity of 3D printed concrete using mercury intrusion porosimetry and X-ray tomography53citations
  • 2021Manual application versus autonomous release of water repellent agent to prevent reinforcement corrosion in cracked concrete1citations
  • 2021Kinematic and mechanical response of dry woven fabrics in through-thickness compression: Virtual fiber modeling with mesh overlay technique and experimental validation36citations
  • 2021Manual Application versus Autonomous Release of Water Repellent Agent to Prevent Reinforcement Corrosion in Cracked Concrete1citations
  • 2018Effect of Polyurethane Viscosity on Self-Healing Efficiency of Cementitious Materials Exposed to High Temperatures from Sun Radiation16citations
  • 2016The microstructure of capsule containing self-healing materials: A micro-computed tomography study29citations

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Rahul, A. V.
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Cnudde, Veerle
5 / 39 shared
Manu, K. Mohan
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Van Tittelboom, Kim
4 / 36 shared
De Schutter, Geert
1 / 61 shared
Deprez, Maxim
1 / 7 shared
Van Den Heede, Philip
1 / 25 shared
Van Belleghem, Bjorn
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Callens, Renaat
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De Belie, Nele
3 / 101 shared
Van Paepegem, Wim
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Michaud, Véronique
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Daelemans, Lode
1 / 56 shared
Tomme, Brecht
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Boone, Matthieu
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Dekeyser, B.
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Gruyaert, E.
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Moerman, Wim
1 / 1 shared
Gomez, David Garoz
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Du Prez, Filip E.
1 / 11 shared
Dhaene, Jelle
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Bultreys, Tom
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Gilabert, Francisco A.
1 / 35 shared
Hillewaere, Xander K. D.
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2021
2018
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Co-Authors (by relevance)

  • Rahul, A. V.
  • Cnudde, Veerle
  • Manu, K. Mohan
  • Van Tittelboom, Kim
  • De Schutter, Geert
  • Deprez, Maxim
  • Van Den Heede, Philip
  • Van Belleghem, Bjorn
  • Callens, Renaat
  • De Belie, Nele
  • Van Paepegem, Wim
  • Michaud, Véronique
  • Daelemans, Lode
  • Tomme, Brecht
  • Boone, Matthieu
  • Caglar, Baris
  • Dekeyser, B.
  • Gruyaert, E.
  • Moerman, Wim
  • Gomez, David Garoz
  • Du Prez, Filip E.
  • Dhaene, Jelle
  • Bultreys, Tom
  • Gilabert, Francisco A.
  • Hillewaere, Xander K. D.
OrganizationsLocationPeople

article

Manual Application versus Autonomous Release of Water Repellent Agent to Prevent Reinforcement Corrosion in Cracked Concrete

  • Van Stappen, Jeroen
Abstract

<jats:p>Cracks in reinforced concrete are preferential ingress paths for aggressive substances such as chlorides. As soon as a critical amount of chlorides has reached the steel reinforcement, corrosion will occur. Therefore, crack healing is of utmost importance. However, manual crack repair is very labour intensive. Therefore, the potential of self-healing through the release of a water repellent agent from embedded capsules was compared with the effectiveness of applying this agent on the concrete surface before or after cracking and the effectiveness of injection of the agent into a crack. From the electrochemical corrosion measurements, it was shown that only uncracked samples were able to withstand 135 weekly cycles of exposure to a 33 g/L chloride solution without corrosion initiation of the reinforcement. While samples with manually injected and autonomously healed cracks resisted the exposure conditions for about 50 cycles or more, samples for which the water repellent agent was applied onto the surface after cracking resisted the exposure conditions for 5–42 cycles, while samples for which the agent was applied onto the surface before cracking showed an immediate corrosion initiation similar as was noted for the untreated cracks. From a visualization of the chloride ingress front and determination of the chloride content in the vicinity of the crack, it was noticed that none of the crack treatment techniques performed as well as the uncracked series. Visual inspection of the corroded rebars and determination of the corroded volume of the rebars through computed tomography and macro-cell corrosion current measurements proved again that the uncracked series outperformed the other series. While the corroded volume of the rebars from the uncracked series was almost zero, this value ranged from 15–95 mm3 for the rebars of the other series. However, the latter investigations also showed that release of the agent into the crack, whether this was done in a manual way or autonomously through release from embedded capsules, resulted in a delayed corrosion initiation and lower corrosion propagation rate compared to the application of a water repellent agent onto the surface. This is a beneficial outcome for the further implementation of self-healing approaches, more specifically though the release of encapsulated water repellent agent, in the market.</jats:p>

Topics
  • impedance spectroscopy
  • surface
  • corrosion
  • tomography
  • crack
  • steel
  • chloride content