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Constructions composites et preconstraintes en acier-beton
Composite and prestressed construction of steel-concrete; bond between concrete and steel achieved by studs electrically welded to steel, or by prestress using cables or bolts with high elastic limit was studied; two methods of calculation are presented; theoretical method is based on assumption that creep is linear function of logarithm of time; in approximate method, composite and prestressed beam of steel-concrete is calculated as homogeneous beam in which steel section is replaced by equivalent section of concrete.
Constructions composites et preconstraintes en acier-beton
Composite and prestressed construction of steel-concrete; bond between concrete and steel achieved by studs electrically welded to steel, or by prestress using cables or bolts with high elastic limit was studied; two methods of calculation are presented; theoretical method is based on assumption that creep is linear function of logarithm of time; in approximate method, composite and prestressed beam of steel-concrete is calculated as homogeneous beam in which steel section is replaced by equivalent section of concrete.
Constructions composites et preconstraintes en acier-beton
Inst Technique du Batiment et des Travaux Publics -- Annales
Birguer, A. (author)
1966
50 pages
Article (Journal)
French
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