Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pull-out resistance of embedded bars and bond strength of bars in simple beams compared; study of distribution of bond unit stress indicates bond formula is safe in beams with bars extending full length; relation between bar length and diameter, beyond which bond unit stress need not be computed; bar extensions and hooks are evaluated according to efficiency as anchors under high bond stress. (See also - discussion v 20 n 4 pt 2 Dec p 552 (10 p))
Pull-out resistance of embedded bars and bond strength of bars in simple beams compared; study of distribution of bond unit stress indicates bond formula is safe in beams with bars extending full length; relation between bar length and diameter, beyond which bond unit stress need not be computed; bar extensions and hooks are evaluated according to efficiency as anchors under high bond stress. (See also - discussion v 20 n 4 pt 2 Dec p 552 (10 p))
Bond and Anchorage
Am Concrete Inst -- J
Mylrea, T.D. (Autor:in)
1948
32 pages
Aufsatz (Zeitschrift)
Englisch
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