Research Article
May 1981
Bond Characteristics of Initially Untensioned Strand
Authors: Eric F.P. Burnett and Ahmed H. AnisAuthor Affiliations
Publication: Journal of the Structural Division
Volume 107, Issue 5
Abstract
A general hypothesis is developed for the pullout response of initially untensioned but rotationally restrained, seven-wire prestressing strand from concrete. Pertinent experimental data are provided and examined. The bond characteristics of strand are unique and warrant further study. Practical uses of the pullout capabilities of strand are covered. Some consideration is given to the various forms of pullout test.
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Information
Published In
Journal of the Structural Division
Volume 107 • Issue 5 • May 1981
Pages: 953 - 964
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: May 1981
Published online: Feb 1, 2021
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Authors
Affiliations
Eric F.P. Burnett
Manager of Building Research; Technical Research Div. of Canada, Mortgage and Housing Corp., Ottawa, Ontario K1A OT7 Canada
Ahmed H. Anis
Grad. Student; Civ. Engrg. Dept., Univ. of Waterloo, Waterloo, Ontario
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