A platform for research: civil engineering, architecture and urbanism
Increase in concrete modulus of elasticity due to prestress and its effect on beam deflexion
Creep strain of concrete is partially removed by preloading and resulting concrete stiffened; concrete modulus of elasticity is increased and deflection of concrete structure reduced; relationship between prestress and ultimate strength and modulus of elasticity experimentally established for axially loaded concrete cylinders.
Increase in concrete modulus of elasticity due to prestress and its effect on beam deflexion
Creep strain of concrete is partially removed by preloading and resulting concrete stiffened; concrete modulus of elasticity is increased and deflection of concrete structure reduced; relationship between prestress and ultimate strength and modulus of elasticity experimentally established for axially loaded concrete cylinders.
Increase in concrete modulus of elasticity due to prestress and its effect on beam deflexion
Constructional Rev
Brettle, H.J. (author)
1958
4 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Effect of a Time Dependent Concrete Modulus of Elasticity on Prestress Losses in Bridge Girders
Springer Verlag | 2013
|Deflexion of a submerged round jet to increase lateral spreading
Online Contents | 2010
|Deflexion of a submerged round jet to increase lateral spreading
Online Contents | 2010
|