journal article·2014-08Open access

Plastic Hinge Length of FRP-Confined Square RC Columns

Cheng Jiang, Yu-Fei Wu, Gang Wu

Abstract

The confinement effect of fiber-reinforced polymer (FRP) jacket on the plastic hinge length of square RC columns is studied through experimental testing and analytical study. Seven half-scale RC square columns with different confinement ratios were tested. The strain of longitudinal reinforcement bars and the extent of yielding were measured by strain gauges mounted inside the reinforcement bars. The variation of the strain field of the external column face was recorded continuously by digital image correlation (DIC) during a test. More rational approaches of data analysis are used for identification of plastic hinge length from measured strain fields. The obtained results show that compared with unconfined RC columns, FRP jacketing increases the plastic hinge length when the confinement level is low, but reduces it when the confinement level is high. The analytical study shows that all existing models of plastic hinge length are inadequate in one way or another because no model includes all important factors. The proposed model can correctly capture the trends but it needs to be further improved for accuracy when more data are available.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Concrete Corrosion and Durability · Structural Response to Dynamic Loads

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

Affiliations

Former Undergraduate Student, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China; presently, Ph.D. Student, Dept. of Civil and Architectural Engineering, City Univ. of Hong Kong, Hong Kong SAR, China.

Associate Professor, Dept of Civil and Architectural Engineering, City Univ. of Hong Kong, Hong Kong SAR, China (corresponding author).

Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China.

References (36)

Show source-provided references
1. Berry M. P. (2006). “Performance modeling strategies for modern reinforced concrete bridge columns.” Ph.D thesis Univ. of Washington Seattle.
2. 10.1016/j.engstruct.2007.05.01210.1016/j.engstruct.2007.05.012 ↗
3. 10.1680/stco.2010.11.2.9310.1680/stco.2010.11.2.93 ↗
4. 10.1016/j.engstruct.2013.09.02110.1016/j.engstruct.2013.09.021 ↗
5. 10.1016/j.engfracmech.2006.01.03510.1016/j.engfracmech.2006.01.035 ↗
6. 10.1007/s11340-010-9384-910.1007/s11340-010-9384-9 ↗
7. Seismic design guidelines for squat composite-jacketed circular and rectangular reinforced concrete bridge columns
8. Federation Internationale du Beton. (2010). Bulletin 65/66 fib Model Code Lausanne Switzerland.
9. 10.1061/(ASCE)CC.1943-5614.000010510.1061/(ASCE)CC.1943-5614.0000105 ↗
10. 10.1016/j.conbuildmat.2011.07.05610.1016/j.conbuildmat.2011.07.056 ↗
11. Force-displacement characterization of well-confined bridge piers
12. Ho J. C. M. (2003). “Inelastic design of reinforced concrete beams and limited ductile high-strength concrete columns.” Ph.D. thesis Univ. of Hong Kong Hong Kong.
13. 10.1016/j.engstruct.2009.11.01710.1016/j.engstruct.2009.11.017 ↗
14. 10.1016/S0141-0296(03)00050-610.1016/S0141-0296(03)00050-6 ↗
15. 10.1177/073168440403286510.1177/0731684404032865 ↗
16. 10.1061/(ASCE)1090-0268(2001)5:2(94)10.1061/(ASCE)1090-0268(2001)5:2(94) ↗
17. 10.1061/(ASCE)1090-0268(2006)10:6(538)10.1061/(ASCE)1090-0268(2006)10:6(538) ↗
18. Deformations of reinforced concrete members at yielding and ultimate
19. 10.1002/978047017284110.1002/9780470172841 ↗
20. Plastic rotation capacity of beams in normal and high-performance concrete
21. Strength and ductility of concrete bridge columns under seismic loading
22. 10.1002/978047017285810.1002/9780470172858 ↗
23. Confined concrete columns with stubs
24. Seismic behavior of concrete columns confined with steel and fiber-reinforced polymers
25. 10.1016/j.engstruct.2007.04.01610.1016/j.engstruct.2007.04.016 ↗
26. Experimental research on seismic performance of high strength concrete circular column confined with carbon fiber sheets at plastic hinge zone
27. 10.1016/j.conbuildmat.2011.06.03710.1016/j.conbuildmat.2011.06.037 ↗
28. 10.1061/(ASCE)0733-9445(2006)132:9(1502)10.1061/(ASCE)0733-9445(2006)132:9(1502) ↗
29. Ductility demand of compression yielding fiber-reinforced polymer-reinforced concrete beams
30. 10.1016/j.compstruct.2012.11.02310.1016/j.compstruct.2012.11.023 ↗
31. 10.1061/(ASCE)CC.1943-5614.000037510.1061/(ASCE)CC.1943-5614.0000375 ↗
32. 10.1061/(ASCE)0733-9445(2009)135:3(253)10.1061/(ASCE)0733-9445(2009)135:3(253) ↗
33. 10.1016/j.engstruct.2009.08.01210.1016/j.engstruct.2009.08.012 ↗
34. 10.1061/(ASCE)0733-9445(1999)125:3(255)10.1061/(ASCE)0733-9445(1999)125:3(255) ↗
35. Zhao X. M. (2012). “Investigation of plastic hinges in reinforced concrete structures by finite element method and experimental study.” Ph.D. thesis City Univ. of Hong Kong Hong Kong.
36. 10.1016/j.engstruct.2011.10.01610.1016/j.engstruct.2011.10.016 ↗