Searched for: subject%3A%22chloride%252C%22
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Zhu, Haiwei (author), Yu, Hongfa (author), Ma, Haiyan (author), Da, Bo (author), Mei, Qiquan (author), Yang, Liming (author)
For elaborating the research significance, goal, content and representative results of the concrete marine field exposure experiments all over the world, we have collected a large number of research literature since 1905. The longest exposure test for concrete has reached 62 years and, most importantly, concrete exposure experiments have made...
conference paper
document
Wanhill, R.J.H. (author)
A study was made of environmental fatigue crack propagation in 2.5 mm thick Ti-6A1-4V sheet conforming to AMS 4911, and 2.2 mm thick IMI 3l8 conforming to BS TA 10. The environments were dry argon, normal air, distilled water and 3.5 ^ aqueous NaCl. There were three alloy/orientation combinations: Ti-6A1-4V L-T, IMI 3l8 L-T and IMI 318 T-L. Test...
report 1975
document
Schra, L. (author), Huisman, H.N. (author)
An experimental investigation was carried out into the applicability of various corrosive environments for stress corrosion crack initiation testing of high strength aluminium alloys using constant strain loaded tuning fork type specimens. The effect of surface preparation was also involved. The most important findings were that salt-chromate...
report 1981
document
Jacquemijns, E.J. (author), Van der Put, P.J. (author), Schoonman, J. (author)
journal article 1988
document
Van Dieten, V.E.J. (author), Dekker, J.P. (author), Hurkmans, E.J. (author), Schoonman, J. (author)
journal article 1993
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Dekker, J.P. (author), Van der Put, P.J. (author), Veringa, H.J. (author), Schoonman, J. (author), Pratsinis, S.E. (author)
journal article 1993
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Dekker, J.P. (author), Van der Put, P.J. (author), Veringa, H.J. (author), Schoonman, J. (author)
journal article 1994
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Dekker, J.P. (author), Van der Put, P.J. (author), Veringa, H.J. (author), Schoonman, J. (author)
journal article 1994
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Gulikers, J.J.W. (author)
Chloride-induced reinforcement corrosion in concrete is characterised by the action of so-called macrocells. The associated localised form of corrosion results from the strong electrochemical interaction between the relatively small pitting sites acting as anodes and the large passive steel areas acting as cathodes. The existence of macrocell...
journal article 1996
document
Cremers, M. (author), Heemstra, I.D. (author), Kleinveld, J.M. (author), Peet, D.J. (author)
Document(en) uit de collectie Chemische Procestechnologie
report 1997
document
Taheri, A. (author)
Data on chloride penetration into concrete exposed to a simulated aggressive marine environment are presented. Concrete specimens, large beams and small cubes, are subjected to 90 complete exposure cycles of wetting and drying plus heating and cooling. The applied exposure condition consists of a drying period of 42 hrs followed by a wetting...
journal article 1998
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Koren, A.E. (author), Van Leeuwen, J.C.M. (author), Spruijt, R.A. (author), Weststrate, J. (author)
report 1998
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Meijers, S.J.H. (author), Bijen, J.M.J.M. (author), De Borst, R. (author), Fraaij, A.L.A. (author)
Exposure to a saline environment is a major threat with respect to the durability of reinforced concrete structures. The chloride ions, which are present in seawater and de-icing salts, are able to penetrate the concrete up to the depth of the reinforcement. They can eventually trigger a pitting corrosion process. The assessment of a corrosion...
journal article 2001
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Meijers, S.J.H. (author)
doctoral thesis 2003
document
Lefèvre, F. (author)
In het kader van het project ZEEMOVE worden de gevolgen van verruiming van de Westerschelde gemonitord en beschreven in het MOVE Evaluatierapport 2003. Binnen het project MOVE zijn hypothesen opgesteld om na te gaan in welke mate de chemische kwaliteit van het water en de bodem van de Westerschelde reageert op de bagger- en stortwerkzaamheden...
report 2003
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Gaal, G.C.M. (author)
In the early 20th century, the general idea was that concrete structures would never show deterioration. However, in the 1990s concrete structures showed an increase in number of cracks and area of spalling. Especially spalling of the concrete cover could create a harmful situation to the users. Spalling of the cover is caused by corrosion of...
doctoral thesis 2004
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Poor, C.J. (author), McDonnell, J.J. (author), Bolte, J. (author)
Elevated nitrate concentrations in streamwater are a major environmental management problem. While land use exerts a large control on stream nitrate, hydrology often plays an equally important role. To date, predictions of low-flow nitrate in ungauged watersheds have been poor because of the difficulty in describing the uniqueness of watershed...
journal article 2008
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Hrachowitz, M. (author), Soulsby, C. (author), Tetzlaff, D. (author), Malcolm, I.A. (author), Schoups, G. (author)
In hydrological tracer studies, the gamma distribution can serve as an appropriate transit time distribution (TTD) as it allows more flexibility to account for nonlinearities in the behavior of catchment systems than the more commonly used exponential distribution. However, it is unclear which physical interpretation can be ascribed to its two...
journal article 2010
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Wegen, G. Van der (author), Polder, R.B. (author), Breugel, K. Van (author)
Nowadays major structures require a service life of 100 years or even more. CUR committee VC81 has developed a guideline for service life design based on initiation of corrosion due to chloride penetration for exposure classes XD or XS. A semi-probabilistic simplification of the DuraCrete methodology is introduced with a probability of failure...
journal article 2012
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Polder, R.B. (author)
A review is given of research on the durability performance of concrete made with blast furnace slag and fly ash related to chloride induced reinforcement corrosion, carried out in the Netherlands, where slag has been used in cement for almost a century. Results are presented from field studies on concrete in marine environment and laboratory...
journal article 2012
Searched for: subject%3A%22chloride%252C%22
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