journal article·2015-12

Innovative CFRP-Prestressing System for Strengthening Metallic Structures

Elyas Ghafoori, Masoud Motavalli

Publisher page

Abstract

An innovative retrofit system to prestress carbon fiber reinforced polymer (CFRP) plates and attach them to existing metallic beams was developed (patent number CH 706 630 B1) and tested. The system does not require any glue between the CFRP plates and the beams; therefore, surface preparation is not necessary, which reduces the time and cost of retrofitting. The proposed prestressed unbonded reinforcement (PUR) system includes a pair of mechanical clamps that function based on friction. Each clamp can simultaneously hold and attach three CFRP plates to the beam. The design considerations of the clamps, which are the most important elements of the PUR system, were explained. The system has a trapezoidal configuration that offers an easy on-site installation and uninstallation procedures without residual damage on the metallic beam. Three 5-m-long steel beams were statically tested until failure, including one reference unstrengthened beam and two beams that were strengthened with 15% and 31% CFRP prestress levels. A considerable increase in the yielding and ultimate load capacities of the retrofitted beams was achieved. The ultimate load-carrying capacity of the strengthened beams with 15% and 31% CFRP prestress levels increased by more than 23% and 31%, respectively, compared to that of the reference specimen. A finite-element (FE) model was created to simulate the behavior of the retrofitted beams. Next, the FE results were compared with those from the experiments.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Concrete Corrosion and Durability · Innovative concrete reinforcement materials

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Ph.D. Candidate, Institute of Structural Engineering, ETH Zürich, 8093 Zürich, Switzerland; and Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Überlandstrasse 129, 8600 Dübendorf, Switzerland (corresponding author).

Head of Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Überlandstrasse 129, 8600 Dübendorf, Switzerland; and Assistant Professor, School of Civil Engineering, Univ. of Tehran, 14174 Tehran, Iran.

References (34)

Show source-provided references
1. ABAQUS standard user’s manual version 6.4. (2012). Hibbitt Karlsson and Sorensen Pawtucket RI.
2. 10.1016/j.compositesb.2006.01.00410.1016/j.compositesb.2006.01.004 ↗
3. 10.1260/13694330677936949110.1260/136943306779369491 ↗
4. 10.1016/j.engstruct.2008.05.00710.1016/j.engstruct.2008.05.007 ↗
5. Bien J. · 2007
6. 10.1046/j.1460-2695.2003.00642.x10.1046/j.1460-2695.2003.00642.x ↗
7. 10.1016/j.compositesb.2010.03.00210.1016/j.compositesb.2010.03.002 ↗
8. 10.1016/j.conbuildmat.2010.02.02310.1016/j.conbuildmat.2010.02.023 ↗
9. Fernando D. Schumacher A. Motavalli M. Teng J. G. Yu T. and Ghafoori E. (2010). “Fatigue strengthening of cracked steel beams with CFRP plates.” ASME Int. Mechanical Engineering Congress and Exposition Proc. (IMECE) Vol. 9 ASME 271–276.10.1115/IMECE2010-39861 ↗
10. Fernando N. D. (2010). “Bond behaviour and debonding failures in CFRP-strengthened steel members.” Ph.D. thesis Hong Kong Polytechnic Univ. Hong Kong.
11. 10.1016/j.engstruct.2012.08.01110.1016/j.engstruct.2012.08.011 ↗
12. 10.3390/polym604109610.3390/polym6041096 ↗
13. 10.1016/j.engfracmech.2011.09.01210.1016/j.engfracmech.2011.09.012 ↗
14. 10.1016/j.compstruct.2013.01.02110.1016/j.compstruct.2013.01.021 ↗
15. Ghafoori E. and Motavalli M. (2013b). “Method for the pre-tensioning of steel constructions.” Swiss Patent CH 706 630 B1.
16. 10.1016/j.conbuildmat.2014.11.07010.1016/j.conbuildmat.2014.11.070 ↗
17. 10.1016/j.matdes.2014.11.03110.1016/j.matdes.2014.11.031 ↗
18. 10.1016/j.ijfatigue.2012.03.00610.1016/j.ijfatigue.2012.03.006 ↗
19. 10.1016/j.engstruct.2014.11.01710.1016/j.engstruct.2014.11.017 ↗
20. 10.1016/j.compositesb.2014.08.02610.1016/j.compositesb.2014.08.026 ↗
21. 10.1016/j.engstruct.2012.06.04710.1016/j.engstruct.2012.06.047 ↗
22. 10.1016/j.conbuildmat.2008.07.01310.1016/j.conbuildmat.2008.07.013 ↗
23. 10.1061/(ASCE)CC.1943-5614.000011110.1061/(ASCE)CC.1943-5614.0000111 ↗
24. 10.1177/002199831038766910.1177/0021998310387669 ↗
25. 10.1016/j.compositesb.2009.05.00810.1016/j.compositesb.2009.05.008 ↗
26. Phares B. M. Wipf T. J. Klaiber F. W. Abu-Hawash A. and Lee Y. S. (2003). “Strengthening of steel girder bridges using FRP.” Proc. 2003 Mid-Continent Transportation Research Symp. Iowa State Univ. Ames IA.
27. 10.1016/j.compositesa.2007.10.00910.1016/j.compositesa.2007.10.009 ↗
28. 10.1061/(ASCE)1084-0702(2008)13:2(192)10.1061/(ASCE)1084-0702(2008)13:2(192) ↗
29. 10.1016/S0141-0296(00)00090-010.1016/S0141-0296(00)00090-0 ↗
30. 10.1016/j.conbuildmat.2008.08.00110.1016/j.conbuildmat.2008.08.001 ↗
31. 10.1016/j.engfracmech.2009.02.00410.1016/j.engfracmech.2009.02.004 ↗
32. 10.1111/ffe.1206710.1111/ffe.12067 ↗
33. 10.1016/j.compositesb.2013.02.04010.1016/j.compositesb.2013.02.040 ↗
34. 10.1201/b1554810.1201/b15548 ↗