A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Freezing and thawing effects of prestressed concrete
Freeze and thaw test were conducted on 48 specimens representing strength levels of 5000 and 3000 psi; some of beams with 5000 psi strength were post-tensioned throughout test; significant improvement in durability was found to result from post-tensioning; post-tensioned concrete specimens made of rich mix showed better durability than unstressed concrete made of same mix.
Freezing and thawing effects of prestressed concrete
Freeze and thaw test were conducted on 48 specimens representing strength levels of 5000 and 3000 psi; some of beams with 5000 psi strength were post-tensioned throughout test; significant improvement in durability was found to result from post-tensioning; post-tensioned concrete specimens made of rich mix showed better durability than unstressed concrete made of same mix.
Freezing and thawing effects of prestressed concrete
ASCE -- Proc (J Structural Div)
Gutzwiller, M.J. (author) / Musleh, F.F. (author)
1960
16 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Freezing and Thawing Effects on Prestressed Concrete
| ASCE | 2021
Fatigue Characteristics of Prestressed Concrete Beam under Freezing and Thawing Cycles
| DOAJ | 2020
DESTRUCTIVE TESTING OF TWENTY-YEAR-OLD PRESTRESSED CONCRETE BRIDGE BEAMS IN FREEZING-THAWING REGION
| DOAJ | 2019
Prediction of Concrete Freezing-Thawing Resistance
| British Library Conference Proceedings | 2008
Freezing and Thawing of Lightweight Concrete
| British Library Conference Proceedings | 1995