Technical Papers
Feb 23, 2021

Effect of Size and Slenderness on the Axial-Compressive Behavior of Basalt FRP-Confined Predamaged Concrete

Publication: Journal of Composites for Construction
Volume 25, Issue 3

Abstract

To investigate the size and slenderness effect on the axial-compressive behavior of basalt fiber–reinforced polymer (BFRP)-confined predamaged concrete, five groups of concrete cylinders with different sizes and slenderness ratios were designed and tested. The cylinders were axially preloaded to three predamage levels, then repaired using BFRP, and reloaded. The results showed that the concrete predamage had an adverse effect on the ultimate strength and initial elastic modulus of BFRP-confined concrete. Except for the smallest specimens affected by the wall effect, the initial analysis found that the ultimate strength of BFRP-confined concrete decreased with an increase in size and slenderness ratio, and the size and slenderness effect decreased with an increase in BFRP confining pressure, while these increased with the severity of concrete predamage. However, there was no obvious size or slenderness effect on the ultimate strain of BFRP-confined concrete. Through multifactorial analysis, it was confirmed that the ultimate strength of BFRP-confined undamaged and predamaged concrete was influenced by the slenderness. Considering the effect of size, slenderness, and predamage, monotonic and cyclic models were developed for BFRP-confined concrete. Finally, a uniaxial material object was added into OpenSees to provide an effective numerical material model for theoretical analyses and engineering applications.

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Acknowledgments

The present research was supported by the National Natural Science Foundation of China (Grant No. 51878268) and the Natural Science Foundation of Hunan Province, China (Grant No. 2020JJ4195). Part of this research was completed by the first author in collaboration with the third and fourth authors during his one-year visit to Ohio State University. The first author acknowledges the State Scholarship Fund of China Scholarship Council (Grant No. 201606135057) for supporting this work and his research visit to the United States.

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Journal of Composites for Construction
Volume 25Issue 3June 2021

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Received: Feb 29, 2020
Accepted: Dec 10, 2020
Published online: Feb 23, 2021
Published in print: Jun 1, 2021
Discussion open until: Jul 23, 2021

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Key Laboratory for Green & Advanced Civil Engineering Materials and Application Technology of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China; Hunan Provincial Key Lab on Damage Diagnosis for Engineering Structures, College of Civil Engineering, Hunan Univ., Changsha 410082, China; Dept. of Civil, Environmental and Geodetic Engineering, Ohio State Univ., Columbus, OH 43210 (corresponding author). ORCID: https://orcid.org/0000-0001-6072-1887. Email: [email protected]
Xiaohuang Chen [email protected]
College of Civil Engineering, Hunan Univ., Changsha, 410082, China. Email: [email protected]
Dept. of Civil, Environmental and Geodetic Engineering, Ohio State Univ., Columbus, OH 43210; Dept. of Architecture, Artvin Coruh Univ., Artvin 08100, Turkey. ORCID: https://orcid.org/0000-0003-0612-2845. Email: [email protected]; [email protected]
College of Civil Engineering, Hunan Univ., Changsha 410082, China. Email: [email protected]
Halil Sezen, F.ASCE [email protected]
Dept. of Civil, Environmental and Geodetic Engineering, Ohio State Univ., Columbus, OH 43210. Email: [email protected]

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