Experimental Study of Pre-Stress Loss of Steel Structure Strengthened with Pre-Stressed CFRP Strips
This paper focuses on the experimental study on the pre-stress losses of pre-stressing carbon fiber reinforced polymer (CFRP) plates bonded on damaged steel structures. Both pre-tensioned and post-tensioned members are theoretically and experimentally analyzed. The results show that, firstly the instantaneous pre-stress losses due to elastic deformations are up to 50% of the initial pre-stress for the steel plates strengthened with CFRP plate pre-stressed by the pre-tensioned method. The longer length of CFRP plate reduces the instantaneous pre-stress loss significantly. Because of the small value of the long-term pre-stress losses in the test, the approximate estimates of total pre-stress losses can be simplified as the instantaneous pre-stress losses with considering a safety factor. Secondly for the steel girders strengthened with pre-stressing CFRP plate by the post-tensioned method, the effective pre-stress of girder specimens are directly controlled by the anchorage set, and both the instantaneous and long-term pre-stress losses are slight. However, the anchorage set with jacking system is rather complicated and difficult to design. From the view of pre-stress losses, the post-tensioned method is more effective than the pre-tensioned method.
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Availability:
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Supplemental Notes:
- © 2009 American Society of Civil Engineers.
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Ye, Huawen
- Ummenhofer, T
- Qiang, Shizhong
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Conference:
- Second International Conference on Transportation Engineering
- Location: Chengdu , China
- Date: 2009-7-25 to 2009-7-27
- Publication Date: 2009-7
Language
- English
Media Info
- Media Type: Web
- Pagination: pp 794-799
- Monograph Title: International Conference on Transportation Engineering 2009
Subject/Index Terms
- TRT Terms: Carbon fibers; Elastic deformation; Experiments; Fiber reinforced polymers; Girders; Jacketing (Strengthening); Posttensioning; Pretensioning; Steel plates; Steel structures; Theoretical studies
- Uncontrolled Terms: Prestress losses; Steel girders
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 01525231
- Record Type: Publication
- ISBN: 9780784410394
- Files: TRIS, ASCE
- Created Date: May 24 2014 12:46PM