DocumentCode
2820133
Title
A new measuring method of friction losses of prestressed tendon in post-tensioning
Author
Ming-zhe, Ning ; De-jian, Li
Author_Institution
Sch. of Civil Eng. & Archit., Central South Univ., Changsha, China
fYear
2011
fDate
15-17 July 2011
Firstpage
6300
Lastpage
6303
Abstract
This article is based on the basic principle of the calculation of friction losses of prestressed tendon in post-tensioning, and it also put forward a new method which can measure effectively coefficient of friction (μ), wobble factor (k) and the friction loss rate of anchorage zone. With the measured actual elongation of prestressed tendon and the known jacking force, the method can get the unknown parameters by solving nonlinear equations. This method does not need to use stress sensor, and the test can be done with the only need of common measuring tools and equipment, and the process is simple. It has important reference value to construction and detection of post-tensioning system.
Keywords
elongation; friction; measurement; nonlinear equations; reinforced concrete; anchorage zone; elongation; friction coefficient; friction loss measuring method; jacking force; nonlinear equation; post-tensioning system; prestressed tendon; wobble factor; Bridges; Concrete; Friction; Loss measurement; Rail transportation; Road transportation; Tendons; coefficient of friction; friction loss rate of anchorage zone; friction losses of prestressed tendon; nonlinear equations; wobble factor;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5988480
Filename
5988480
Link To Document