Use of fiber Bragg grating sensors for monitoring concrete structures with prestressed near-surface mounted carbon fiber–reinforced polymer strips
Source abstract
Abstract
Prestressed fiber–reinforced polymer composites have gained popularity as a structural rehabilitation technique; however, the prestress loss remains a critical issue in terms of material efficiency and structure safety. This article presents a fiber Bragg grating–based technique for prestress loss monitoring in reinforced concrete beams strengthened by prestressed near-surface mounted carbon fiber–reinforced polymer strips. Bare fiber Bragg grating sensors are used to monitor the time history of the prestress loss in near-surface mounted strips with different prestress levels during both the construction stage and the ultimate loading phase. The prestress losses measured by the fiber Bragg grating sensors are further compared with the data reported by the conventional electrical strain gauges. The results show that the fiber Bragg grating sensors can effectively monitor the prestress loss when properly integrated into the near-surface mounted strips. They also provide a reliable method for crack damage detection in concrete.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Advanced Fiber Optic Sensors · Photonic and Optical Devices · Structural Health Monitoring Techniques
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
School of Civil Engineering, Harbin Institute of Technology, Harbin, P.R. China
Department of Civil & Environmental Engineering, University of California, Davis, Davis, CA, USA
References (32)
Show source-provided references
1. American Concrete Institute ACI 440.3R-04 · 2004
2. American Concrete Institute ACI 318-08 · 2008
3. 10.1061/(ASCE)1090-0268(2008)12:1(25)10.1061/(ASCE)1090-0268(2008)12:1(25) ↗
4. Arora D · International Journal of Engineering · 2011 · 5 · 341
5. ASTM C39/C39M · 2005
6. 10.1016/j.conbuildmat.2010.08.00110.1016/j.conbuildmat.2010.08.001 ↗
7. 10.1061/(ASCE)1090-0268(2002)6:2(73)10.1061/(ASCE)1090-0268(2002)6:2(73) ↗
8. 10.1016/S0950-0618(03)00041-210.1016/S0950-0618(03)00041-2 ↗
9. Casadei P · 2006
10. 10.1177/1045389X980090100110.1177/1045389X9800901001 ↗
11. Gille S (2012) Evaluation of flexural strengthening using prestressed near-surface mounted CFRP strips. Master Report, August 2012, University of California, Davis, Davis, CA.
12. 10.1177/1045389X1141422010.1177/1045389X11414220 ↗
13. 10.1088/0964-1726/7/2/01210.1088/0964-1726/7/2/012 ↗
14. Idriss RL · Proceedings of SPIE · 2007 · 6529 · 1
15. 10.1061/(ASCE)0733-9445(2007)133:4(541)10.1061/(ASCE)0733-9445(2007)133:4(541) ↗
16. Lan CG · Pacific Science Review · 2010 · 12 · 177
17. 10.1061/(ASCE)CC.1943-5614.000018210.1061/(ASCE)CC.1943-5614.0000182 ↗
18. 10.1016/j.sna.2008.04.00810.1016/j.sna.2008.04.008 ↗
19. Matta F · Composites Research Journal · 2008 · 2 · 52
20. 10.1243/03093247V08213210.1243/03093247V082132 ↗
21. 10.1063/1.114839210.1063/1.1148392 ↗
22. 10.1109/TASC.2009.201819910.1109/TASC.2009.2018199 ↗
23. 10.1177/073168440202100425410.1177/0731684402021004254 ↗
24. Stockdale G · 2012
25. 10.1177/1045389X0607408510.1177/1045389X06074085 ↗
26. Wang YL · Proceedings of SPIE · 2009 · 7292 · 9
27. 10.1109/MIM.2003.120028010.1109/MIM.2003.1200280 ↗
28. 10.1016/j.measurement.2008.04.01110.1016/j.measurement.2008.04.011 ↗
29. 10.1177/1045389X0605995410.1177/1045389X06059954 ↗
30. Zhou Z · 2004 · 310
31. Zhou Z · 2005 · 489
32. 10.1177/1045389X0934702110.1177/1045389X09347021 ↗