Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pull out tests for bond resistance of high elastic limit steel bars
Tests through springs show up deformed bar in favorable light in comparison with plain bars, but splitting, of 3 in. diameter specimens by 3/8 in. deformed bars raises question regarding concrete cover necessary to safeguard against spalling as deformed bars approach sizes normally used in beams. (See also Highway Research Board -- Proc v 16 mtg Nov 18-20 p 82-95)
Pull out tests for bond resistance of high elastic limit steel bars
Tests through springs show up deformed bar in favorable light in comparison with plain bars, but splitting, of 3 in. diameter specimens by 3/8 in. deformed bars raises question regarding concrete cover necessary to safeguard against spalling as deformed bars approach sizes normally used in beams. (See also Highway Research Board -- Proc v 16 mtg Nov 18-20 p 82-95)
Pull out tests for bond resistance of high elastic limit steel bars
Concrete
Gilkey, H.J. (Autor:in) / Ernst, G.C. (Autor:in)
Concrete ; 45
1937
2 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Pull out tests for bond resistance of high elastic limit steel bars
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