Analysis of Correlation Between Flexural Strength and Pore Characteristics on CFRP Rebar by Fabrication Method

Authors

    Nam-Il Kim, Do-Young Kwon, Yong-Sik Chu Carbon Neutral Material Center, Korea Institute of Ceramic Eng. and Tech. Carbon Neutral Material Center, Korea Institute of Ceramic Eng. and Tech. Carbon Neutral Material Center, Korea Institute of Ceramic Eng. and Tech.

Keywords:

Flexural strength, Porosity, Resin temperature, Rib, Correlation coefficient

Abstract

In this study, the fabrication conditions of carbon fiber reinforced polymer (CFRP) rebar were controlled to derive the correlation between flexural strength and pore characteristics. The fabrication conditions of CFRP rebar were adjusted for presence or absence of rib, resin temperature, and curing furnace temperature. Flexural strength and pore characteristics of fabricated CFRP rebar were analyzed. The flexural strength of CFRP rebar was changed depending on the fabrication condition, such as the presence or absence of rib, the resin temperature, and the curing furnace temperature. It was confirmed that the flexural strength of CFRP rebar was significantly lowered when the rib was not wound. As a result of Nano X-ray computed tomography (CT) analysis, the maximum pore diameter was shown in CFRP rebar prepared at a resin temperature of 60°C. According to optical microscopic analysis, the maximum porosity was 6.89% in No. 1, and the minimum porosity was 2.88% in No. 7. The correlation coefficient between porosity and flexural strength using optical microscopy was -0.64, which was higher than the correlation coefficient between porosity and pore size using Nano X-ray CT.

References

Lou T, Li Z, Pang M, 2022, Behavior of Externally Prestressed Continuous Beams with FRP/Steel Rebars under Symmetrical/Unsymmetrical Loading: Numerical Study. Case Studies in Construction Materials, 2022(17): e01196.

Benghida D, 2017, Concrete as a Sustainable Construction Material. Key Engineering Materials, 2017(744): 196–200.

Gu JB, Wang JY, Lu W, 2022, An Experimental Assessment of Ultra High Performance Concrete Beam Reinforced with Negative Poisson’s Ratio Steel Rebar. Construction and Building Materials, 2022(327): 127042.

Fan L, Teng L, Tang F, et al., 2021, Corrosion of Steel Rebar Embedded in UHPC Beams with Cracked Matrix. Construction and Building Materials, 2021(313): 125589.

Dong B, Liu W, Zhang T, et al., 2021, Corrosion Failure Analysis of Low Alloy Steel and Carbon Steel Rebar in Tropical Marine Atmospheric Environment: Outdoor Exposure and Indoor Test. Engineering Failure Analysis, 2021(129): 105720.

Choi JS, Park SJ, Kim YH, 2021, Comparison of Mechanical Properties on Helical/Hoop Hybrid Wound HNT Reinforced CFRP Pipe with Water Absorption Behavior. Composites Research, 34(3): 174–179.

Çelik A, Lazoglu I, Kara A, et al., 2015, Investigation on the Performance of SiAlON Ceramic Drills on Aerospace Grade CFRP Composites. Journal of Materials Processing Technology, 2015(223): 39–47.

Kim KS, Shim YS, Kim BJ, et al., 2010, Present Status and Applications of Carbon Fibers-Reinforced Composites for Aircrafts. Carbon Letters, 2010(11): 235–242.

Hong CS, Jun WJ, 1984, Fiber Reinforced Composite Material Application for Light Airplane. Journal of the Korean Society for Aeronautical & Space Sciences, 12(2): 3–8.

Slayton R, Spinardi G, 2016, Radical Innovation in Scaling up: Boeing’s Dreamliner and the Challenge of Socio-Technical Transitions. Technovation, 2016(47): 47–58.

Stig F, 2009, An Introduction to the Mechanics of 3D-Woven Fibre Reinforced Composites. thesis, KTH Engineering Sciences.

Yoon CM, Lee DW, Byun JH, et al., 2022, Study on Out-of-plane Properties and Failure Behavior of Aircraft Wing Unit Structures. Composites Research, 35(2): 106–114.

Attia MM, Ahmed O, Kobesy O, et al., 2022, Behavior of FRP Rod Under Uniaxial Tensile Strength with Multiple Materials as an Alternative to Steel Rebar. Case Studies in Construction Materials, 2022(17): e01241.

Li T, Zhu H, Shen J, et al., 2022, Thermophysical and Thermomechanical Properties of Basalt-Phenolic FRP Rebars Under High Temperature. Construction and Building Materials, 2022(342): 127983.

Huang L, Chen J, Qu J, et al., 2020, Modeling for Bond-Constitutive Relationship of FRP Rebars to Concrete Matrix. Construction and Building Materials, 2020(263): 120654.

Abbas EMA, Ge Y, Zhanag Z, et al., 2022, Flexural Behavior of UHPC Beam Reinforce with Steel-FRP Composite Bars. Case Studies in Construction Materials, 2022(16): e01110.

Cao X, Ren Y, Zhanag L, et al., 2022, Flexural Behavior of Ultra High Performance Concrete Beams with Various Types of Rebar. Composite Structures, 2022(292): 115674.

Abbas H, Abadel A, Almusallam T, et al., 2022, Experimental and Analytical Study of Flexural Performance of Concrete Beams Reinforced with Hybrid of GFRP and Steel Rebars. Engineering Failure Analysis, 2022(138): 106397.

Ge W, Han MY, Guan Z, et al., 2021, Tension and Bonding Behavior of Steel-FRP Composite Bars Subjected to the Coupling Effects of Chloride Corrosion and Load. Construction and Building Materials, 2021(296): 123641.

Kim HS, Kim WJ, Jang HS, et al., 2010, A Study on the Change of Strength of FRP Member Immersed in Chemical Solution. Korea Institute for Structural Maintenance and Inspection, 14(6): 117–123.

Wikipedia homepage, http://ko.wikipedia.org > wiki > correlation analysis.

Downloads

Published

2023-12-31