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- W597931219 abstract "A survey was conducted of failures of prestressed steel in bridge members exposed to potentially aggressive environments. It appears that the main cause of corrosion of prestressing tendons is the ingress of moisture laden with corrosion-inducing agents. The rate of moisture penetration depends primarily on permeability of concrete, type of sheath employed for protection of a tendon, and condition of grout or grease inside the sheath. Brittle fracture of reinforcing steel can occur due to pitting corrosion and/or due to stress corrosion cracking (SCC). Two types of SCC have been identified to occur in prestressing steel in bridges: hydrogen embrittlement and fatigue corrosion. The rate of corrosion in prestressed concrete components can be minimized by using proper preventive and remedial measures." @default.
- W597931219 created "2016-06-24" @default.
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- W597931219 date "1991-01-01" @default.
- W597931219 modified "2023-09-26" @default.
- W597931219 title "PRESTRESSED BRIDGES IN ADVERSE ENVIRONMENTS. IN: DURABILITY OF CONCRETE. SECOND INTERNATIONAL CONFERENCE. AUGUST 4-9, 1991, MONTREAL, CANADA. VOLUME II" @default.
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