A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shear and bond in prestressed concrete beams without shear reinforcement
Study deals with effect of bond on strength of prestressed concrete beams reinforced with end-anchored reinforcement; experimental investigation comprised series of 30 beam tests with rectangular and T-section beams, simply supported and with span of 4 m; load was applied in form of concentrated load at center of span and was both static and dynamic; intended cube strength of concrete was 400 kp/sq cm in all cases; 10 tests were carried out on dowel beams with view to studying capacity of reinforcement to transmit shear force; theory is developed for calculation of carrying capacity of beams.
Shear and bond in prestressed concrete beams without shear reinforcement
Study deals with effect of bond on strength of prestressed concrete beams reinforced with end-anchored reinforcement; experimental investigation comprised series of 30 beam tests with rectangular and T-section beams, simply supported and with span of 4 m; load was applied in form of concentrated load at center of span and was both static and dynamic; intended cube strength of concrete was 400 kp/sq cm in all cases; 10 tests were carried out on dowel beams with view to studying capacity of reinforcement to transmit shear force; theory is developed for calculation of carrying capacity of beams.
Shear and bond in prestressed concrete beams without shear reinforcement
Sweden. Statens Kommitte Byggnadsforskning -- Handlingar
Lorentsen, M. (author)
1964
195 pages
Article (Journal)
English
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