Bond Characteristics of Initially Untensioned Strand

by 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, Canada,

Serial Information: Journal of the Structural Division, 1981, Vol. 107, Issue 5, Pg. 953-964

Document Type: Journal Paper

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.

Subject Headings: Pullout behavior | Bonding | Rotation | Prestressing | Prestressed concrete |

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