Please use this identifier to cite or link to this item:
Title: Strengthening of RC continuous beams by external prestressing
Authors: Tan, K.H. 
Tjandra, R.A.
Keywords: Continuous beams
Fiber reinforced polymers
Structural strength
Issue Date: 2007
Citation: Tan, K.H., Tjandra, R.A. (2007). Strengthening of RC continuous beams by external prestressing. Journal of Structural Engineering 133 (2) : 195-204. ScholarBank@NUS Repository.
Abstract: This paper presents the test results on 12 two-span continuous T-beams strengthened using different external tendon types and profiles and subjected to third-point loadings. Test results indicated that an increase in ultimate strength with sufficient ductility could be achieved using short tendons located over the critical sections. Such a strengthening scheme led to a more ductile beam behavior compared to those with continuous tendons over both spans or with draped tendons within each span. Parabolic tendons anchored beyond the interior support however effectively strengthened the negative moment region with improved ductility at ultimate limit state. Furthermore, beams strengthened with carbon fiber-reinforced polymers tendons showed similar response to those with steel tendons, while beams subjected to unsymmetrical loading suffered from larger deflections and lower ultimate load compared to those subjected to symmetrical loading. Theoretical predictions based on the concept of bond reduction coefficients were found to agree with the test results. Finally, a parametric study was carried out to establish design charts that can be used for the strengthening of continuous beams. A design example is presented to illustrate the use of the charts. © 2007 ASCE.
Source Title: Journal of Structural Engineering
ISSN: 07339445
DOI: 10.1061/(ASCE)0733-9445(2007)133:2(195)
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.


checked on Jan 31, 2023


checked on Jan 24, 2023

Page view(s)

checked on Feb 2, 2023

Google ScholarTM



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.