4.7 Article

Behavior of FRP spiral strip-confined concrete under cyclic axial compression

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 295, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2021.123544

Keywords

Fiber-reinforced polymer (FRP); Cyclic axial compression; FRP spiral strip; Partial wrapping; Confinement; Cyclic axial stress-strain model

Funding

  1. Natural Science Foundation of China [11872153]
  2. Natural Science Foundation of Guangdong Province [2019A1515011637, 2021B1515020029]
  3. Guangzhou Education Bureau [202032852]
  4. Guangzhou Science and Technology Department [201904010163]

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The FRP spiral strip wrapping strengthening technique is effective in enhancing both strength and deformation capacity of reinforced concrete columns. The actual confinement effectiveness factor significantly influences the stress-strain curves of FRP spiral strip-confined concrete, while the level of confinement has limited influence on reducing the plastic strain. The existing axial stress-strain model for FRP fully confined concrete cylinders under cyclic compression underestimates the plastic strain and overestimates the envelop stress, and a revised model based on test results matches well with experimental data.
FRP spiral strip wrapping strengthening technique is effective in enhancing both strength and deformation capacity of reinforced concrete (RC) columns. Although some investigations have been conducted on axial monotonic compressive behaviour of FRP spiral strip-confined concrete, cyclic compressive behaviour of FRP spiral strip-confined concrete has never been studied. To this end, 18 FRP spiral strip wrapped concrete cylinders of three different levels of confinement under cyclic axial compression and 12 reference specimens under monotonic axial compression have been conducted. The test results show that the actual confinement effectiveness factor significantly influences the monotonic axial stress-strain curves of FRP spiral strip-confined concrete, which lie closely to the envelop curves of the corresponding cyclic stress-strain curves. However, the level of confinement has limited influence on reducing the plastic strain. The existing axial stress-strain model developed for FRP fully confined concrete cylinders under cyclic compression underestimates the plastic strain and overestimates the envelop stress for FRP spiral strip-confined concrete. A revised model is developed based on the test results, and the predicted cyclic axial stress-strain curves match reasonably well with the test results. (c) 2021 Elsevier Ltd. All rights reserved.

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