DocumentCode
2454440
Title
Reliability analysis of bond and anchorage of pre-stressed steel bar with spiral grooves
Author
Li, Shushan ; Xie, Wei
Author_Institution
Res. Center of New Building Mater. & Struct., Zhengzhou Univ., Zhengzhou, China
fYear
2011
fDate
24-26 June 2011
Firstpage
3358
Lastpage
3361
Abstract
After conducting a pull-off test, the bond and anchorage characteristics of pre-stressed steel bars with spiral grooves were analyzed and the bond and anchorage strength was statistically regressed. The reliability was analyzed on the basis of the experimental study. Recommendations for the design of anchorage length of pre-stressed steel bars with spiral grooves were proposed.
Keywords
adhesive bonding; bars; mechanical testing; reliability; steel; anchorage; bond; prestressed steel bar; pull-off test; reliability analysis; spiral grooves; Bars; Concrete; Force; Indexes; Reliability; Spirals; Steel; Bond and anchorage; Pre-stressed steel bar with spiral grooves; Pull-out test; Reliability analysis;
fLanguage
English
Publisher
ieee
Conference_Titel
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location
Nanjing
Print_ISBN
978-1-4244-9172-8
Type
conf
DOI
10.1109/RSETE.2011.5965032
Filename
5965032
Link To Document