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Strength and safety of prestressed concrete; Nov n 301 p 663-71: Investigations show that prestressing losses in cones, due to friction, have been overestimated and right assumption is only 0.25%; cables in self lubricating "Manurhin" casing; various cone constructions. Dec n 302 p 697-705.: Variations in tensions due to changes in length of beam. See Engineering Index 1959 p 264.
Strength and safety of prestressed concrete; Nov n 301 p 663-71: Investigations show that prestressing losses in cones, due to friction, have been overestimated and right assumption is only 0.25%; cables in self lubricating "Manurhin" casing; various cone constructions. Dec n 302 p 697-705.: Variations in tensions due to changes in length of beam. See Engineering Index 1959 p 264.
Strength and safety of prestressed concrete
Resistance et securite du beton pre contraint
Dumas, F. (Autor:in)
Travaux ; 43
1959
Aufsatz (Zeitschrift)
Französisch
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