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Creep in Prestressed Lightweight Concrete
A procedure, using the rate-of-creep method, is developed for predicting creep strains, camber, and prestress loss in pretensioned prestressed concrete highway bridge beams. The procedure uses shrinkage data and creep per psi data, both expressed as functions of time, developed from small concrete specimens. (Author)
Creep in Prestressed Lightweight Concrete
A procedure, using the rate-of-creep method, is developed for predicting creep strains, camber, and prestress loss in pretensioned prestressed concrete highway bridge beams. The procedure uses shrinkage data and creep per psi data, both expressed as functions of time, developed from small concrete specimens. (Author)
Creep in Prestressed Lightweight Concrete
H. L. Furr (Autor:in) / R. Sinno (Autor:in)
1967
165 pages
Report
Keine Angabe
Englisch
Civil Engineering , Structural Mechanics , Bridges , Concrete , Beams(Structural) , Mechanical properties , Roads , Pavements , Creep , Shear stresses , Stresses , Structural properties , Mathematical analysis , Modulus of elasticity , Meters , Deflection , Deformation , Shrinkage , Texas , Pre-stressed concrete , Graphs(Charts)
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