DocumentCode
3356734
Title
Test of friction loss for curved prestressed tendons
Author
Miao Peng ; Tian-qing Yu
Author_Institution
Dept. of Archit. Eng., Xiamen Univ. of Technol., Xiamen, China
fYear
2010
fDate
26-28 June 2010
Firstpage
1490
Lastpage
1492
Abstract
Prestressing design is more and more widely used in bridge structures, in which one of the very important issues is how to determine the prestressing loss. In comparison with the straight prestressed tendons, the friction loss between curved tendons and ducts accounts for a large proportion of all losses. The friction loss of varied curved configurations is tested and studied in this paper. The principle and procedure is introduced and the experimental results are analyzed. The loss value of tendons under each load level is obtained. Based on least square principle, the curvature friction coefficient and wobble friction coefficient are worked out according to the test data. The measured results are compared with theoretical values recommended in some Chinese and foreign codes. The conclusions would serve as a reference for similar engineering structures.
Keywords
bridges (structures); friction; structural engineering; bridge structures; curvature friction coefficient; curved prestressed tendon; engineering structures; foreign codes; friction loss; least square principle; prestressing design; wobble friction coefficient; Bridges; Cables; Concrete; Ducts; Friction; Least squares methods; Poles and towers; Road transportation; Tendons; Testing; Post-tensioning prestressed structure; curvature friction coefficient; curved prestressed reinforcement; prestressing loss; wobble friction coefficient;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536083
Filename
5536083
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