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Laboratorium Magnel-Vandepitte voor Bouwkundige Constructies en Bouwmaterialen (UGent)
https://www.ugent.be/ea/structural-engineering/nl/onderzoek/magnel-vandepitte
Engelse naam: Magnel-Vandepitte Laboratory
Overkoepelend instituut: Universiteit Gent; Faculteit Ingenieurswetenschappen en Architectuur; Vakgroep Bouwkundige Constructies (UGent), meer

MOG-kernwoorden (3) : Constructie; Corrosie; Mechanica
Adres:
Technologiepark 904
B-9052
Zwijnaarde
 Personen | Publicaties 
 
Type: Wetenschappelijk
Personen (6)  Top | Publicaties 
Voormalig geassocieerde personen (13)
Abstract:
Het laboratorium Magnel-Vandepitte werd opgericht in 1926 en heeft een lange traditie in het onderzoek van de meest uiteenlopende aspecten van beton en cementgebonden materialen. Het onderzoek richt zich op de volgende onderwerpen:
  • structureel gedrag van beton;
  • betontechnologie;
  • beton en milieu.


Het mariene onderzoek richt zich op de duurzaamheid van beton in agressieve milieus. Het belangrijkste onderwerp op dit gebied is het gedrag van beton bij blootstelling aan chloriden en sulfaten, voornamelijk in een onderwater mariene omgeving. Om de mariene degradatiemechanismen realistischer te bestuderen, wordt de gecombineerde aantasting door chloriden en sulfaten onderzocht. Verder is ook de invloed van mechanische belasting op de weerstand tegen chloorpenetratie een onderzoeksonderwerp.

Bovendien wordt de invloed van blootstelling aan het mariene milieu op het betonstaalcorrosieproces onderzocht. Een experimentele basiskarakterisering van het beton in termen van chloride- en corrosiebestendigheid moet een adequate levensduurvoorspelling mogelijk maken op basis van algemeen gebruikte modellen zoals het model beschreven in DuraCrete of fib Bulletin 34. In dit verband wordt nu specifieke aandacht besteed aan zelfhelend beton. Zelfhelend beton wordt gezien als een mogelijke oplossing om scheurvorming op jonge leeftijd te voorkomen en de levensduur van betonconstructies in mariene milieus (bruggen, tunnels, haveninfrastructuur, etc.) te verlengen.
Publicaties (33)  Top | Personen 
    ( 19 peer reviewed ) opsplitsen filter
  • Peer reviewed article Van Den Hende, K.; Helderweirt, S.; Botte, W.; Matthys, S.; Lombaert, G.; Caspeele, R. (2024). Modeling and probabilistic evaluation of repair strategies in the initiation phase of chloride-induced corrosion of the reinforcement of concrete structures. Structural Concrete 25(2): 1257-1274. https://dx.doi.org/10.1002/suco.202300784, meer
  • Peer reviewed article Sun, D.; Cao, Z.; Huang, C.; Wu, K.; De Schutter, G.; Zhang, L. (2022). Degradation of concrete in marine environment under coupled chloride and sulfate attack: a numerical and experimental study. Case Studies in Construction Materials 17: e01218. https://dx.doi.org/10.1016/j.cscm.2022.e01218, meer
  • Peer reviewed article Villagrán-Zaccardi, Y.A.; Andrade, C. (2021). Chloride ingress rate and threshold content, as determined by the 'Integral' test method, in concrete with several w/c ratios in saturated and unsaturated conditions. Developments in the Built Environment 8: 100062. https://dx.doi.org/10.1016/j.dibe.2021.100062, meer
  • Peer reviewed article Wu, K.; Long, J.; Xu, L.; De Schutter, G. (2019). A study on the chloride diffusion behavior of blended cement concrete in relation to aggregate and ITZ. Constr. Build. Mater. 223: 1063-1073. https://dx.doi.org/10.1016/j.conbuildmat.2019.07.068, meer
  • Peer reviewed article Van Belleghem, B.; Kessler, S.; Van den Heede, P.; Van Tittelboom, K.; De Belie, N. (2018). Chloride induced reinforcement corrosion behavior in self-healing concrete with encapsulated polyurethane. Cement and Concrete Research 113: 130-139. https://dx.doi.org/10.1016/j.cemconres.2018.07.009, meer
  • Peer reviewed article Maes, M.; Mittermayr, F.; De Belie, N. (2017). The influence of sodium and magnesium sulphate on the penetration of chlorides in mortar. Mater. Struct. 50(2): 153. https://dx.doi.org/10.1617/s11527-017-1024-8, meer
  • Peer reviewed article Van Belleghem, B.; Van den Heede, P.; Van Tittelboom, K.; De Belie, N. (2017). Quantification of the service life extension and environmental benefit of chloride exposed self-healing concrete. Materials 10(1): 22 pp. https://dx.doi.org/10.3390/ma10010005, meer
  • Peer reviewed article Maes, M.; Snoeck, D.; De Belie, N. (2016). Chloride penetration in cracked mortar and the influence of autogenous crack healing. Constr. Build. Mater. 115: 114-124. https://dx.doi.org/10.1016/j.conbuildmat.2016.03.180, meer
  • Peer reviewed article Simcic, T.; Pejovnik, S.; De Schutter, G.; Bosiljkov, V.B. (2015). Chloride ion penetration into fly ash modified concrete during wetting-drying cycles. Constr. Build. Mater. 93: 1216-1223. https://dx.doi.org/10.1016/j.conbuildmat.2015.04.033, meer
  • Peer reviewed article Maes, M.; De Belie, N. (2014). Resistance of concrete and mortar against combined attack of chloride and sodium sulphate. Cement and Concrete Composites 53: 59-72. dx.doi.org/10.1016/j.cemconcomp.2014.06.013, meer
  • Peer reviewed article Maes, M.; Van Tittelboom, K.; De Belie, N. (2014). The efficiency of self-healing cementitious materials by means of encapsulated polyurethane in chloride containing environments. Constr. Build. Mater. 71: 528-537. https://dx.doi.org/10.1016/j.conbuildmat.2014.08.053, meer
  • Peer reviewed article Maes, M.; Gruyaert, E.; De Belie, N. (2013). Resistance of concrete with blast-furnace slag against chlorides, investigated by comparing chloride profiles after migration and diffusion. Mater. Struct. 46(1-2): 89-103. http://dx.doi.org/10.1617/s11527-012-9885-3, meer
  • Peer reviewed article Mu, S.; De Schutter, G.; Liu, J. (2013). Transient diffusion behavior of chloride ions in concrete with a macro crack. Applied Mechanics and Materials 405-408: 2671-2676. https://dx.doi.org/10.4028/www.scientific.net/AMM.405-408.2671, meer
  • Peer reviewed article Yuan, Q.; Deng, D.; Shi, C.; De Schutter, G. (2013). Chloride binding isotherm from migration and diffusion tests. J. Wuhan Univ. Technol.-Mat. Sci. Edit. 28(3): 548-556. http://dx.doi.org/10.1007/s11595-013-0729-y, meer
  • Peer reviewed article Van den Heede, P.; Maes, M.; Gruyaert, E.; De Belie, N. (2012). Full probabilistic service life prediction and life cycle assessment of concrete with fly ash and blast-furnace slag in a submerged marine environment: a parameter study. IJESD 11(1): 32-49. https://dx.doi.org/10.1504/IJESD.2012.049141, meer
  • Peer reviewed article Audenaert, K.; De Schutter, G.; Marsavina, L. (2009). Influence of cracks and crack width on penetration depth of chlorides in concrete. Eur. J. Environ. Civ. Eng. 13(5): 561-572, meer
  • Peer reviewed article Audenaert, K.; Marsavina, L.; De Schutter, G. (2009). Influence of cracks on the service life of concrete structures in a marine environment, in: Marsavina, L. (Ed.) Advances in Strength of Materials. Key Engineering Materials, 399: pp. 153-160. https://dx.doi.org/10.4028/www.scientific.net/KEM.399.153, meer
  • Peer reviewed article Marsavina, L.; Audenaert, K.; De Schutter, G.; Faur, N.; Marsavina, D. (2009). Experimental and numerical determination of the chloride penetration in cracked concrete. Constr. Build. Mater. 23(1): 264-274. http://dx.doi.org/10.1016/j.conbuildmat.2007.12.015, meer
  • Peer reviewed article Yuan, Q.; Shi, C.; De Schutter, G.; Audenaert, K.; Deng, D. (2009). Chloride binding of cement-based materials subjected to external chloride environment - A review. Constr. Build. Mater. 23(1): 1-13. http://dx.doi.org/10.1016/j.conbuildmat.2008.02.004, meer
  • Van Belleghem, B.; Van den Heede, P.; Van Tittelboom, K.; De Belie, N. (2018). Perpendicular-to-crack chloride ingress in cracked and autonomously healed concrete. MATEC Web of Conferences 199: 02011. https://hdl.handle.net/10.1051/matecconf/201819902011, meer
  • Sosdean, C.; Marsavina, L.; De Schutter, G. (2014). Influence of cracks on chloride penetration in mortar specimens subjected to cyclic treatment, in: Marsavina, L. (Ed.) Proceedings of the 14th Symposium on Experimental Stress Analysis and Materials Testing. pp. 223-226. https://dx.doi.org/10.4028/www.scientific.net/KEM.601.223, meer
  • Arvaniti, E.; De Schepper, M.; De Belie, N.; De Buysser, K.; Van Driessche, I. (2013). The effect of chloride and sulfate on Completely Recyclable Concrete, in: Dietmar, S. et al. (Ed.) Proceedings of the 1st International conference on the Chemistry of Construction Materials. pp. 465-468, meer
  • Maes, M.; Van Tittelboom, K.; De Belie, N. (2013). Resistance of cracked concrete healed by means of polyurethane against chloride penetration, in: De Belie, N. et al. (Ed.) Proceedings of ICSHM2013. Fourth international conference on self-healing materials, Ghent, 16-20 June 2013. pp. 422-425, meer
  • Maes, M.; Gruyaert, E.; De Belie, N. (2012). Resistance of concrete against combined attack of chlorides and sulphates, in: Book of abstracts - ICDC 2012, International Congress on Durability of Concrete: Trondheim, Norway, 18 - 21 June 2012. pp. 14, meer
  • Van den Heede, P.; Maes, M.; Gruyaert, E.; De Belie, N. (2011). Full probabilistic service life prediction and life cycle assessment of concrete with industrial by-products in a submerged marine environment: a parameter study, in: Ban, M. et al. (Ed.) Proceedings of 6th Dubrovnik Conference on Sustainable Development of Energy, Water and Environment Systems, September 25th-29th, 2011, Dubrovnik, Croatia. pp. 1-13, meer
  • Tichko, S.; Van de Maele, J.; Vanmassenhove, N.; De Schutter, G.; Vierendeels, J.; Verhoeven, R.; Troch, P. (2010). Numerical modelling of the filling of formworks with self-compacting concrete, in: Rahman, M. et al. Advances in Fluid Mechanics VIII. International series on advances in fluid mechanics, : pp. 157-168. https://dx.doi.org/10.2495/AFM100141, meer
  • Audenaert, K.; De Schutter, G.; Marsavina, L. (2009). Influence of cracks on chloride penetration and corrosion initiation time, in: Kovler, K. (Ed.) 2nd RILEM International Workshop on Concrete Durability and Service Life Planning - ConcreteLife'09. pp. 80-84, meer
  • Audenaert, K.; De Schutter, G.; Marsavina, L. (2009). Influence of cracks on chloride penetration in concrete, in: Denton, S. et al. (Ed.) Concrete: 21st century superhero: building a sustainable future: proceedings of the annual international fib symposium. pp. 8, meer
  • Audenaert, K.; De Schutter, G. (2009). Study of chloride penetration in self-compacting concrete by simulation of tidal zone, in: Alexander, M.G. et al. (Ed.) Concrete Repair, Rehabilitation and Retrofitting II. pp. 109-110, meer
  • Audenaert, K.; De Schutter, G. (2009). Study of chloride penetration in self-compacting concrete by simulation of tidal zone, in: Alexander, M.G. et al. (Ed.) Concrete Repair, Rehabilitation and Retrofitting II. pp. 175-181, meer
  • Yuan, Q.; Shi, C.; De Schutter, G.; Audenaert, K. (2009). Effect of temperature on transport of chloride ions in concrete, in: Alexander, M.G. et al. (Ed.) Concrete Repair, Rehabilitation and Retrofitting II. pp. 345-351, meer
  • Yuan, Q.; Shi, C.; De Schutter, G.; Audenaert, K. (2009). Effect of temperature on transport of chloride ions in concrete, in: Alexander, M.G. et al. (Ed.) Concrete Repair, Rehabilitation and Retrofitting II. pp. 159-160, meer
  • Audenaert, K.; De Schutter, G.; Marsavina, L.; Boel, V. (2008). Influence of cracks and crack width on penetration depth of chlorides in concrete. Paper in the Proceedings of the 1st International conference on Construction Heritage in Coastal and Marine Environments: damage, diagnostic, maintenance and rehabilitation. [S.n.]: [s.l.]. 8 pp., meer
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