A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Previous article (see Engineering Index 1965 p 261) by author described experience with post-tensioned lift slabs, used on several Los Angeles City School buildings; article made brief mention of certain tests carried on to determine shortening of these lift-slabs due to creep; tests now cover period of nearly four years, and results confirm that long time creep is of minor consequence, when prestress in concrete is low, in order of 400 psi for 28 day concrete strength of 4000 psi.
Previous article (see Engineering Index 1965 p 261) by author described experience with post-tensioned lift slabs, used on several Los Angeles City School buildings; article made brief mention of certain tests carried on to determine shortening of these lift-slabs due to creep; tests now cover period of nearly four years, and results confirm that long time creep is of minor consequence, when prestress in concrete is low, in order of 400 psi for 28 day concrete strength of 4000 psi.
Creep of prestressed lightweight concrete
Prestressed Concrete Inst -- J
Omsted, H. (author)
1966
6 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Creep in Prestressed Lightweight Concrete
| NTIS | 1967
Lightweight prestressed concrete
| Engineering Index Backfile | 1954
PRESTRESSED LIGHTWEIGHT CONCRETE
| Taylor & Francis Verlag | 1975
Creep and shrinkage of lightweight self-consolidating concrete for prestressed members
| British Library Online Contents | 2018
Creep and shrinkage of lightweight self-consolidating concrete for prestressed members
| British Library Online Contents | 2018