Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Distribution of bond stress in concrete pull-out specimens
Effect of length of embedment of reinforcing bar on distribution of bond stress in pull-out specimens; bond stresses in 8-in. specimens are more uniformly distributed along length than those in 12-in. specimens; stresses increase more rapidly with slip at loaded end of bars; illustrated description of specimens, reinforcing bars and testing procedure.
Distribution of bond stress in concrete pull-out specimens
Effect of length of embedment of reinforcing bar on distribution of bond stress in pull-out specimens; bond stresses in 8-in. specimens are more uniformly distributed along length than those in 12-in. specimens; stresses increase more rapidly with slip at loaded end of bars; illustrated description of specimens, reinforcing bars and testing procedure.
Distribution of bond stress in concrete pull-out specimens
Am Concrete Inst -- J
Watstein, W. (Autor:in)
1947
12 pages
Aufsatz (Zeitschrift)
Englisch
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