Journal
CONSTRUCTION AND BUILDING MATERIALS
Volume 130, Issue -, Pages 202-211Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2016.10.001
Keywords
Concrete column; Hybrid reinforcement; Post-yield stiffness; Hysteretic behavior; Energy dissipation
Categories
Funding
- National Key Research and Development Program of China [2016YFC0701100]
- National Natural Science Foundation of China [51528802, 51408126]
- Natural Science Foundation of Jiangsu Province, China [BK20140631]
- Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, China [CPCSME2013-02]
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Effective post-yield stiffness of reinforced concrete (RC) columns can significantly contribute to the seismic performance of RC structures. However, because of the elastoplastic properties of steel bars, the post yield stiffness of an ordinary RC column can be very slight or even negative. Fiber reinforced polymer (FRP) can provide a high degree of ultimate strength, light weight, and protection from corrosion. By combining steel and FRP, a designable post-yield stiffness can be achieved for concrete structures reinforced with steel-FRP composite bars (SFCBs) or hybrid steel/FRP bars. This paper conducted cyclic loading tests on four concrete columns with different reinforcement types, including steel bars, hybrid steel/FRP bars, and SFCBs. The test results showed that (1) the columns reinforced with different bars had similar strain distributions from column base to cap prior to yielding. After yielding, the plastic deformation of the ordinary RC column concentrated at the column base and the loading capacity decreased with the increase of lateral drift because of the P-delta effect. (2) Unlike the negative post-yield stiffness of an ordinary RC column, the post-yield stiffness of a column with hybrid reinforcements was positive. As the post-yield stiffness ratio of the longitudinal reinforcement increased by 27 percent, the post-yield stiffness of the concrete column increased by 7.4 percent. Therefore, the corresponding displacement ductility could reach 11 much greater than that of the RC column (6.28). (3) As a result of the more robust hysteretic curve of the RC column, the equivalent viscous damping coefficients of the RC column were greater than those of the hybrid column, whereas the hybrid reinforced concrete columns could dissipate earthquake energy without a corresponding loss of strength. (C) 2016 Published by Elsevier Ltd.
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