Combined Effects of Curing Temperatures and Alkaline Concrete on Tensile Properties of GFRP Bars

A significant number of studies have been conducted on the tensile properties of GFRP bars embedded in concrete under different environments. However, most of these studies have been experimentally based on the environmental immersion test after standard-curing and the lack of influence on the tensi...

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Main Authors: Wen-rui Yang, Xiong-jun He, Kai Zhang, Yang Yang, Li Dai
Format: Article
Language:English
Published: Wiley 2017-01-01
Series:International Journal of Polymer Science
Online Access:http://dx.doi.org/10.1155/2017/4262703
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author Wen-rui Yang
Xiong-jun He
Kai Zhang
Yang Yang
Li Dai
author_facet Wen-rui Yang
Xiong-jun He
Kai Zhang
Yang Yang
Li Dai
author_sort Wen-rui Yang
collection DOAJ
description A significant number of studies have been conducted on the tensile properties of GFRP bars embedded in concrete under different environments. However, most of these studies have been experimentally based on the environmental immersion test after standard-curing and the lack of influence on the tensile properties of GFRP bars embedded in concrete during the curing process of concrete. This paper presents the results of the microscopic structures through scanning electron microscopy (SEM), Fourier transform infrared spectroscopy (FTIR), differential scanning calorimetry (DSC), and tensile properties of GFRP bars, which were employed to investigate the combined effects of curing temperatures and alkaline concrete on tensile properties of GFRP bars. The results showed that the higher curing temperature aggravated the influence of the alkaline concrete environment on GFRP bars but did not change the mechanisms of mechanical degradation of the GFRP bars. The influence of different curing temperatures on the tensile strength of GFRP bars was different between the bare bar and bars in concrete. Finally, the exponential correlation equation of two different test methods was established, and the attenuation ratio of the tensile strength of GFRP bars embedded in concrete under different curing temperatures was predicted by the bare test.
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institution Kabale University
issn 1687-9422
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language English
publishDate 2017-01-01
publisher Wiley
record_format Article
series International Journal of Polymer Science
spelling doaj-art-3374c3a57f87442da227074d21a36f842025-02-03T01:23:50ZengWileyInternational Journal of Polymer Science1687-94221687-94302017-01-01201710.1155/2017/42627034262703Combined Effects of Curing Temperatures and Alkaline Concrete on Tensile Properties of GFRP BarsWen-rui Yang0Xiong-jun He1Kai Zhang2Yang Yang3Li Dai4School of Transportation, Wuhan University of Technology, Wuhan 430063, ChinaSchool of Transportation, Wuhan University of Technology, Wuhan 430063, ChinaDepartment of Road and Material, Jiangxi Transportation Institute, Nanchang 330025, ChinaSchool of Transportation, Wuhan University of Technology, Wuhan 430063, ChinaSchool of Transportation, Wuhan University of Technology, Wuhan 430063, ChinaA significant number of studies have been conducted on the tensile properties of GFRP bars embedded in concrete under different environments. However, most of these studies have been experimentally based on the environmental immersion test after standard-curing and the lack of influence on the tensile properties of GFRP bars embedded in concrete during the curing process of concrete. This paper presents the results of the microscopic structures through scanning electron microscopy (SEM), Fourier transform infrared spectroscopy (FTIR), differential scanning calorimetry (DSC), and tensile properties of GFRP bars, which were employed to investigate the combined effects of curing temperatures and alkaline concrete on tensile properties of GFRP bars. The results showed that the higher curing temperature aggravated the influence of the alkaline concrete environment on GFRP bars but did not change the mechanisms of mechanical degradation of the GFRP bars. The influence of different curing temperatures on the tensile strength of GFRP bars was different between the bare bar and bars in concrete. Finally, the exponential correlation equation of two different test methods was established, and the attenuation ratio of the tensile strength of GFRP bars embedded in concrete under different curing temperatures was predicted by the bare test.http://dx.doi.org/10.1155/2017/4262703
spellingShingle Wen-rui Yang
Xiong-jun He
Kai Zhang
Yang Yang
Li Dai
Combined Effects of Curing Temperatures and Alkaline Concrete on Tensile Properties of GFRP Bars
International Journal of Polymer Science
title Combined Effects of Curing Temperatures and Alkaline Concrete on Tensile Properties of GFRP Bars
title_full Combined Effects of Curing Temperatures and Alkaline Concrete on Tensile Properties of GFRP Bars
title_fullStr Combined Effects of Curing Temperatures and Alkaline Concrete on Tensile Properties of GFRP Bars
title_full_unstemmed Combined Effects of Curing Temperatures and Alkaline Concrete on Tensile Properties of GFRP Bars
title_short Combined Effects of Curing Temperatures and Alkaline Concrete on Tensile Properties of GFRP Bars
title_sort combined effects of curing temperatures and alkaline concrete on tensile properties of gfrp bars
url http://dx.doi.org/10.1155/2017/4262703
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AT yangyang combinedeffectsofcuringtemperaturesandalkalineconcreteontensilepropertiesofgfrpbars
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