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End Anchorage and bond stress in prestressed concrete
Test specimens and procedure; distribution of concrete and steel strain; initial transmission length of 0.2 in. wire lies between 125 to 150 diam provided that concrete is of good quality; it seems advisable to use mechanical locking device, owing to uncertainty of bond, otherwise some of prestress will be lost.
End Anchorage and bond stress in prestressed concrete
Test specimens and procedure; distribution of concrete and steel strain; initial transmission length of 0.2 in. wire lies between 125 to 150 diam provided that concrete is of good quality; it seems advisable to use mechanical locking device, owing to uncertainty of bond, otherwise some of prestress will be lost.
End Anchorage and bond stress in prestressed concrete
Mag Concrete Research
Marshall, G. (Autor:in)
1949
5 pages
Aufsatz (Zeitschrift)
Englisch
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