Corrosion inhibitors for steel in concrete: State-of-the-art report
Söylev, Tayfun Altuğ
Richardson, M. G.
MetadataTüm öğe kaydını göster
This state-of-the-art report is focused on corrosion inhibitors used in concrete and is based on published studies in the last decade. Emphasis was given to the most commonly used inhibitors such as aminoalcohols (AMAs), calcium nitrites (CN) and sodium monofluorophosphates (MFPs). The report presents information related to (a) basic mechanism study, which gives information about the mechanism of protection provided by inhibitors, (b) effectiveness of inhibitors against corrosion in chloride contaminated and carbonated concrete, which deals with the preventive and curing effect of the inhibitors in different environments, (c) penetrability of the inhibitor, which underlines some difficulties of penetration into concrete for migrating corrosion inhibitors (MCIs), (d) influence on fresh and hardened concrete properties, which compares fresh concrete properties, mechanical performance and durability with and without inhibitor, (e) field trials, which gives the limited data on the long-term performance of the inhibitors in real structures. (c) 2006 Elsevier Ltd. All rights reserved.
Başlık, yazar, küratör ve konuya göre gösterilen ilgili öğeler.
Biricik, Hasan; Yüzer, Nabi; Çınar, Zekiye; Aköz, Zekiye; Yalçın Gürkan, Yelda; Kabay, Nihat; Kızılkanat, Ahmet Beşer (Elsevier Sci Ltd, The Boulevard, Langford Lane, Kidlington, Oxford Ox5 1Gb, Oxon, England, 2013-07)When concrete is exposed to high temperatures, vapor pressure increases and the concrete may spall. In order to prevent this, polypropylene fibers are added to concrete. However, it is known that these fibers produce harmful ...
Özkaynak, Hasan; Yüksel, Ercan; Büyüköztürk, Oral; Yalçın, Cem; Dindar, Ahmet Anıl (Elsevier Sci Ltd, The Boulevard, Langford Lane, Kidlington, Oxford Ox5 1Gb, Oxon, England, 2011-03)The intact infill walls in reinforced concrete (RC) frames have beneficial effects to overall behavior in terms of stiffness, strength and energy dissipation in the event of seismic actions. The rationale of this paper is ...
Increasing Seismic Capacity of Existing Reinforced Concrete Buildings by the Use of FRP and Steel Fuse Elements Türk, Ahmet Murat; Cömert, Mustafa; Coşgun, Cumhur; Kesti, M. Gökhan (2010)Two of major problems for seismic rehabilitation of existing buildings are the necessity of evacuation of the occupants from the basis of the construction works and the limited time frame available for the actual ...