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Fundamental study on fatigue behaviour of reinforced concrete beams using high strength deformed bars
Results of fatigue tests conducted on 93 reinforced concrete beams using various high strength deformed steel bars produced in Japan; steel bars used consisted of 17 varieties; bars were all hot rolled deformed bars; quality of steel and types of deformations differed considerably; yield points ranged between 3000 and 6100 kg/sq cm and angle formed between line of deformations and axis of bar differed being 90, 75, 60, 45, or 30° according to brand of bar. (In Japanese with English abstract)
Fundamental study on fatigue behaviour of reinforced concrete beams using high strength deformed bars
Results of fatigue tests conducted on 93 reinforced concrete beams using various high strength deformed steel bars produced in Japan; steel bars used consisted of 17 varieties; bars were all hot rolled deformed bars; quality of steel and types of deformations differed considerably; yield points ranged between 3000 and 6100 kg/sq cm and angle formed between line of deformations and axis of bar differed being 90, 75, 60, 45, or 30° according to brand of bar. (In Japanese with English abstract)
Fundamental study on fatigue behaviour of reinforced concrete beams using high strength deformed bars
Japan Soc Civ Engrs -- Trans
Kokubu, M. (Autor:in) / Okamura, H. (Autor:in)
1965
13 pages
Aufsatz (Zeitschrift)
Japanisch
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