Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Issledovanie korrozii stal'noi armatury v betone s treshchinami
Corrosion of steel reinforcement in cracked concrete; two models and experimental results are described to study action of macrocouples in concrete, and extent of macrocouples (concentrational, stress-gradient and differentialaeration) and current and potential distribution on reinforcement surface; determining factor in corrosion at low moisture contents of concrete is its ohmic resistance; corrosion rate increases with increasing frequency of moistening; anodic control usually exists only in narrow cracks (up to 0.1 to 0.2 mm wide); at equal corrosion rate, depth of damage increases with decreasing reinforcement diameter. (See also Zhurnal Prikladnoi Khimii v 40 n 3 Mar 1967 p 555-60) (Translation of Zhurnal Prikladnoi Khimii by Consultants Bureau)
Issledovanie korrozii stal'noi armatury v betone s treshchinami
Corrosion of steel reinforcement in cracked concrete; two models and experimental results are described to study action of macrocouples in concrete, and extent of macrocouples (concentrational, stress-gradient and differentialaeration) and current and potential distribution on reinforcement surface; determining factor in corrosion at low moisture contents of concrete is its ohmic resistance; corrosion rate increases with increasing frequency of moistening; anodic control usually exists only in narrow cracks (up to 0.1 to 0.2 mm wide); at equal corrosion rate, depth of damage increases with decreasing reinforcement diameter. (See also Zhurnal Prikladnoi Khimii v 40 n 3 Mar 1967 p 555-60) (Translation of Zhurnal Prikladnoi Khimii by Consultants Bureau)
Issledovanie korrozii stal'noi armatury v betone s treshchinami
Issledovanie korrozii stal'noi armatury v betone s treshchinami
Novgorodskii, V.I. (Autor:in)
1967
5 pages
Aufsatz (Zeitschrift)
Englisch
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Issledovanie korrozii stal'noi armatury v betone s treshchinami
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