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document
Gellings, P.J. (author)
Revised edition of 1976.
book 1985
document
Wani, F.M. (author), Dong, J. (author), Polinder, H. (author)
Recently, tidal stream turbines have become a preferable mode of harvesting tidal energy. The main issue for low utilization of tidal energy is the high levelized cost of energy (LCoE) from tidal stream turbines. A major reason for this is the high operation and maintenance costs for submerged installations. A possible way of minimizing the LCoE...
book chapter 2020
document
Varini, M. (author), Koleva, D.A. (author), Denkova, A.G. (author), Mol, J.M.C. (author), Terryn, H. (author), Van Breugel, K. (author)
Polymeric nano-materials utilization in reinforced concrete, aiming to deal with steel corrosion was developed in previous works. Promising results were obtained with PEO–b–PS nano-formations, both in terms of enhanced bulk matrix properties and improved steel corrosion resistance. Recent research has been focusing on a cheaper and commercially...
conference paper 2013
document
Fagot, A. (anne.fagot@arcelormittal.com) (author), Schmitt, A. (author)
Stray currents are known to promote corrosion of nearby metallic structures. Electrolysis is the responsible phenomenon. Where currents enter the metallic structure, the latter is protected. The construction corrodes at the location where currents exit through the ground to be collected by the substation. The extent of such corrosion has until...
conference paper 2010
document
Vimalanandan, A. (author), Lv, L.P. (author), Zhao, Y. (author), Crespy, D. (author), Landfester, K. (author), Rohwerder, M. (author)
Abstract only.
conference paper 2013
document
Veerman, R.P. (author), Koenders, E.A.B. (author)
De-icing salts, used on roads in heavy winters, may enter reinforced concrete (RC) structures via its capillary pore system or via cracks, initiating reinforcement corrosion and reducing its remaining service-life. Vehicles passing real bridges exert a dynamic impact action that might activate a fatigue failure mechanism. In order to generate...
conference paper 2014
document
Polder, R.B. (author), Leegwater, G. (author), Worm, D. (author), Courage, W. (author)
Corrosion of reinforcing steel in concrete structures causes concrete cracking, steel diameter reduction and eventually loss of safety. In infrastructure this is mainly due to penetration of chloride ions from de-icing or marine salts. Conventional repair means heavy, labour intensive and costly work and economic pressures (time and money) work...
conference paper 2012
document
Garcia Espallargas, S.J. (author), Fischer, H.R. (author), Gonzalez-Garcia, Y. (author), Mol, A.J.M.C. (author), Hughes, T. (author)
conference paper 2011
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Yabuki, A. (author), Sakai, M. (author)
A self-healing corrosion protective coating was developed using TiO2 particles and casein as pH-sensitive organic agents that is also environmentally friendly materials. A film structured of TiO2 particles was formed on a substrate (magnesium alloy) by dip-coating followed by immersion in a casein solution. Casein was inserted and fixed in the...
conference paper 2013
document
Veerman, R.P. (author), Koenders, E.A.B. (author)
For understanding the actual state of durability of concrete structures, it is important to know its response due to external loading. This response mainly depends on the actual structural and material properties of the structure, while loaded. Mechanical and chemical degradation are the main mechanisms that may affect these properties with time...
conference paper 2014
document
GevaudanE, Juan Pablo (author), Bernal, Susan A. (author)
The aim of this study is to understand the corrosion mechanism of steel embedded in alkali-activated slag/metakaolin blended concretes via electrochemical testing after 407 days of exposure to a 3.5 wt.% NaCl solution, with an emphasis on characterising the material prior to the onset of corrosion. In order to accurately depict the material’s...
conference paper 2021
document
Veerman, R.P. (author), van Breugel, K. (author), Koenders, E.A.B. (author)
Chloride-induced corrosion is a point of big concern in reinforced concrete (RC) structures. To monitor the actual health and to predict the remaining service-life of structures, it is important to understand the structural behaviour and the failure mechanism of structures exposed to chlorides under fatigue loading conditions. A beam test,...
conference paper 2015
document
Mather, P.T. (author), Luo, X. (author), Kowalski, S.M. (author), Rodriguez, E.D. (author)
Abstract only.
conference paper 2013
document
De Graeve, I. (author), Muselle, T. (author), Scheltjens, G. (author), Brancart, J. (author), Gonzalez Garcia, Y. (author), Mol, J.M.C. (author), Van Assche, G. (author), Van Mele, B. (author), Terryn, H. (author)
conference paper 2011
document
Varini, M. (author), Koleva, D.A. (author), Denkova, A.G. (author), Mol, J.M.C. (author), Terryn, H. (author), Van Breugel, K. (author)
Polymeric nano-materials utilization in reinforced concrete, aiming to deal with steel corrosion was developed in previous works. Promising results were obtained with PEO–b–PS nano-formations, both in terms of enhanced bulk matrix properties and improved steel corrosion resistance. Recent research has been focusing on a cheaper and commercially...
conference paper 2013
document
Veerman, R.P. (author), Koenders, E.A.B. (author)
The remaining service life of concrete structures strongly depends on the corrosion level of the reinforcement bars. It explains that measuring the corrosion rate is a key issue in monitoring the structural health of concrete structures. A common and appropriate technique used to evaluate the instantaneous corrosion rate of steel reinforcement...
conference paper 2014
document
Zheludkevich, M.L. (author), Tedim, J. (author), Ferreira, M.G.S. (author)
Abstract only.
conference paper 2013
document
Pacheco, Jose (author), Polder, R.B. (author)
Chloride induced reinforcement corrosion is the most common degradation mechanisms for reinforced concrete structures. The service life of concrete structures is normally predicted by estimating the rate of chloride ingress and the necessary time to initiate reinforcement corrosion. Normally, chloride ingress is modeled as a diffusive process in...
conference paper 2016
document
Boelen, B. (author)
Recent developments in various countries have led to the development of new types of polymer coated packaging steel. These materials behave differently in production and end use and are therefore subject of extensive studies. The aim of this research is to understand the influence of deformation of pre-coated packaging steel sheet on real can...
doctoral thesis 2009
document
Pacheco Farias, J. (author)
Reinforcement corrosion is frequently considered as the predominant degradation mechanism affecting reinforced concrete structures. Reinforced concrete structures are commonly subject to harsh environmental and loading conditions in which aggressive species can penetrate. Chlorides, present in seawater or de-icing salts, are the main responsible...
doctoral thesis 2015
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