Study on the durability of compression behavior for glass fiber‐reinforced polypropylene thermoplastic composite bars in various aging environments
In reinforced concrete structures, GFRP bars are becoming acceptable as internal reinforcement subject to compressive load and hygrothermal environments. The paper presents an experimental study on the compressive behavior, thermodynamic properties, and degradation mechanism of the glass fiber‐reinf...
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Published in | Polymer composites Vol. 45; no. 9; pp. 8555 - 8573 |
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Main Authors | , , , , , , |
Format | Journal Article |
Language | English |
Published |
Hoboken, USA
John Wiley & Sons, Inc
20.06.2024
Blackwell Publishing Ltd |
Subjects | |
Online Access | Get full text |
ISSN | 0272-8397 1548-0569 |
DOI | 10.1002/pc.28360 |
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Abstract | In reinforced concrete structures, GFRP bars are becoming acceptable as internal reinforcement subject to compressive load and hygrothermal environments. The paper presents an experimental study on the compressive behavior, thermodynamic properties, and degradation mechanism of the glass fiber‐reinforced polypropylene (GFRPP) bars after aging in distilled water (DW), alkaline solution (AS) and seawater and sea sand concrete (SWSSC) solution at 21, 40, and 60°C up to 120 days. The effect of specimen assembly methods, and slenderness rations (Lu/Db) on the compressive behavior was evaluated on the control GFRPP bars. After immersion, the compressive strength of the GFRPP bars was significantly affected by the type of solution, immersion time, and temperature. Typically, the compressive strength retention was decreased by 25.8%, 30.0%, and 33.0% at 60°C in DW, AS, and SWSSC solutions, respectively. The degradation mechanism of the compressive behavior of GFRPP bars was revealed through SEM images and FTIR spectroscopy analysis, and the debonding of fiber‐resin interfaces, chemical etching of glass fibers, and changes in polypropylene functional groups were confirmed or discovered. Finally, based on the Arrhenius theory, the long‐term life prediction of compression strength in three typical service environments was conducted to provide the design guideline for reinforcement concrete.
Highlights
Effect of specimen assembly and Lu/db on compressive behavior of GFRPP bars
Thermodynamic behavior of the GFRPP bars under different aging environments
Revealed the degradation mechanism of GFRPP bars under hygrothermal environments
Predicted the service life of GFRPP bars in typical service environments
Research method and route of compressive durability of GFRPP bar. |
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AbstractList | In reinforced concrete structures, GFRP bars are becoming acceptable as internal reinforcement subject to compressive load and hygrothermal environments. The paper presents an experimental study on the compressive behavior, thermodynamic properties, and degradation mechanism of the glass fiber‐reinforced polypropylene (GFRPP) bars after aging in distilled water (DW), alkaline solution (AS) and seawater and sea sand concrete (SWSSC) solution at 21, 40, and 60°C up to 120 days. The effect of specimen assembly methods, and slenderness rations (Lu/Db) on the compressive behavior was evaluated on the control GFRPP bars. After immersion, the compressive strength of the GFRPP bars was significantly affected by the type of solution, immersion time, and temperature. Typically, the compressive strength retention was decreased by 25.8%, 30.0%, and 33.0% at 60°C in DW, AS, and SWSSC solutions, respectively. The degradation mechanism of the compressive behavior of GFRPP bars was revealed through SEM images and FTIR spectroscopy analysis, and the debonding of fiber‐resin interfaces, chemical etching of glass fibers, and changes in polypropylene functional groups were confirmed or discovered. Finally, based on the Arrhenius theory, the long‐term life prediction of compression strength in three typical service environments was conducted to provide the design guideline for reinforcement concrete.
Highlights
Effect of specimen assembly and Lu/db on compressive behavior of GFRPP bars
Thermodynamic behavior of the GFRPP bars under different aging environments
Revealed the degradation mechanism of GFRPP bars under hygrothermal environments
Predicted the service life of GFRPP bars in typical service environments
Research method and route of compressive durability of GFRPP bar. In reinforced concrete structures, GFRP bars are becoming acceptable as internal reinforcement subject to compressive load and hygrothermal environments. The paper presents an experimental study on the compressive behavior, thermodynamic properties, and degradation mechanism of the glass fiber‐reinforced polypropylene (GFRPP) bars after aging in distilled water (DW), alkaline solution (AS) and seawater and sea sand concrete (SWSSC) solution at 21, 40, and 60°C up to 120 days. The effect of specimen assembly methods, and slenderness rations (Lu/Db) on the compressive behavior was evaluated on the control GFRPP bars. After immersion, the compressive strength of the GFRPP bars was significantly affected by the type of solution, immersion time, and temperature. Typically, the compressive strength retention was decreased by 25.8%, 30.0%, and 33.0% at 60°C in DW, AS, and SWSSC solutions, respectively. The degradation mechanism of the compressive behavior of GFRPP bars was revealed through SEM images and FTIR spectroscopy analysis, and the debonding of fiber‐resin interfaces, chemical etching of glass fibers, and changes in polypropylene functional groups were confirmed or discovered. Finally, based on the Arrhenius theory, the long‐term life prediction of compression strength in three typical service environments was conducted to provide the design guideline for reinforcement concrete.HighlightsEffect of specimen assembly and Lu/db on compressive behavior of GFRPP barsThermodynamic behavior of the GFRPP bars under different aging environmentsRevealed the degradation mechanism of GFRPP bars under hygrothermal environmentsPredicted the service life of GFRPP bars in typical service environments |
Author | Zhou, Ping Xian, Guijun Yue, Qingrui Dong, Shaoce Li, Chenggao Kong, Deao Bai, Yanbo |
Author_xml | – sequence: 1 givenname: Ping surname: Zhou fullname: Zhou, Ping organization: Harbin Institute of Technology – sequence: 2 givenname: Shaoce surname: Dong fullname: Dong, Shaoce organization: Harbin Institute of Technology – sequence: 3 givenname: Chenggao orcidid: 0000-0002-4338-8944 surname: Li fullname: Li, Chenggao organization: Harbin Institute of Technology – sequence: 4 givenname: Deao surname: Kong fullname: Kong, Deao organization: China Railway 14th Bureau Group Co., Ltd – sequence: 5 givenname: Yanbo surname: Bai fullname: Bai, Yanbo organization: Harbin Institute of Technology – sequence: 6 givenname: Guijun orcidid: 0000-0002-8540-2580 surname: Xian fullname: Xian, Guijun email: gjxian@hit.edu.cn organization: Harbin Institute of Technology – sequence: 7 givenname: Qingrui surname: Yue fullname: Yue, Qingrui organization: University of Science & Technology Beijing |
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Snippet | In reinforced concrete structures, GFRP bars are becoming acceptable as internal reinforcement subject to compressive load and hygrothermal environments. The... |
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SubjectTerms | Acceptable noise levels Aging Assembly Chemical etching Compressive properties Compressive strength Concrete Concrete structures Degradation degradation mechanisms Distilled water Functional groups GFRPP bar Glass fiber reinforced plastics hygrothermal conditions Life prediction Polypropylene prediction model Reinforced concrete Seawater Service life Submerging Thermodynamic properties |
Title | Study on the durability of compression behavior for glass fiber‐reinforced polypropylene thermoplastic composite bars in various aging environments |
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