Research Article
Oct 1960
Freezing and Thawing Effects on Prestressed Concrete
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 86, Issue 10
Abstract
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.
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Published In
Journal of the Structural Division
Volume 86 • Issue 10 • October 1960
Pages: 109 - 124
Copyright
© 1960 American Society of Civil Engineers.
History
Published in print: Oct 1960
Published online: Feb 1, 2021
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Authors
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M. J. Gutzwiller, M.ASCE
Assoc. Prof. of Struct. Engrg., Purdue Univ., Lafayette, Ind.
F. E. Musleh, AM.ASCE
Design Engr., Pierce, Gruber and Beam, Inc., Indianapolis, Ind.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.