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Sicherheit gegen bruch von Bewehrungsstaehlen in Stahlbetonund Spannbetonbauteilen
Likelihood of rupture of reinforcing steels in concrete and prestressed concrete structures is evaluated mostly on basis of literature data; it is concluded that statistics show that scatter in strength of steels constitutes no danger; defects introduced during processing of steels or in service, for instance by welding, exposure to corrosive agents, or notching, may lead to failure; sensitivity of steels to such damage varies; testing methods are discussed.
Sicherheit gegen bruch von Bewehrungsstaehlen in Stahlbetonund Spannbetonbauteilen
Likelihood of rupture of reinforcing steels in concrete and prestressed concrete structures is evaluated mostly on basis of literature data; it is concluded that statistics show that scatter in strength of steels constitutes no danger; defects introduced during processing of steels or in service, for instance by welding, exposure to corrosive agents, or notching, may lead to failure; sensitivity of steels to such damage varies; testing methods are discussed.
Sicherheit gegen bruch von Bewehrungsstaehlen in Stahlbetonund Spannbetonbauteilen
Sicherheit gegen bruch von Bewehrungsstaehlen in Stahlbetonund Spannbetonbauteilen
Jaeniche, W. (author) / Stolte, E. (author) / Litzke, H. (author)
1965
10 pages
Article (Journal)
English
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