人工海水环境下GFRP筋抗拉性能加速老化试验.pdf
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- 关 键 词:
- 人工 海水 环境 GFRP 筋抗拉 性能 加速 老化试验
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m24年2月
JOURNAL OF BUILDING MATERIALS
Feb.,2014
文章编号:1007-9629(2014)01-0035-07
人工海水环境下GFRP筋抗拉性能加速老化试验
付凯,薛伟辰
(同济大学建筑工程系,上海200092
摘要:根据 ASTM D665规定的试验方法,开展了40,60,80℃人エ海水环境中玻璃纤维塑料
(GFRP)筋抗拉性能的加速老化试验.GFRP筋试件数量共90根,直径为16mm,侵蚀时间分别为
3.65,18.00,36.50,92.00,183.00d.结果表明:在40,60,80℃人エ海水环境中侵蚀183.00d后,
GFRP筋的抗拉强度分別下降了17.71%,24.89%和28.65%,而弹性模量仅分別下降了6.57%,
4.40%和-3.77%.采用担描电子显微镜(SEM)对腐蚀前后GFRP筋的微观形貌进行了观测,发
现在GFRP筋的腐蚀劣化区域,环境温度为60℃的GFRP筋其纤维和树脂之间的界面变得松散
(与环境温度为40℃筋相比),而环境温度为80℃的GFRP筋内部则出现了孔洞,GFRP筋吸湿试
验结果表明:在侵蚀初期,GFRP紡的吸湿曲线近似为线性;随着侵蚀时间的增加,吸湿曲线变缓并
趋于水平;GFRP筋在人工海水溶液中的吸湿过程符合Fick定律最后,在分析了环境温度、侵蚀
时间等参数对GFRP筋抗拉性能影响的基础上,基于Fick定律提出了人工海水环境下GFRP筋
抗拉强度的退化模型
关键词:人工海水环境;温度;玻璃纤维塑料筋;抗拉性能;退化模型
中图分类号:TU528.572
文献标志码:A
doi:10.3969/j.issn.1007-9629.2014.01.007
Accelerated Aging Tests for Evaluations of Tensile Properties of
GFRP Bars under Artificial Seawater Environmen
FU Kai, XUE Weichen
(Department of Building Engineering, Tongji University, Shanghai 200092, Ch
Abstract: According to ASTM D665, the tests of 90 glass fiber reinforced plastic(GFRP)bars were con
ducted at 40, 60, 80"C in artificial seawater environment for 3.65, 18.00, 36.50, 92.00, 183.00 d to eval
uate the tensile properties of GFRP bars. The results reveal that after being exposed to the artificial sea-
water environment for 183.00 d at 40, 60, 80C, tensile strength of GFRP bars decreases by 17.71%
24. 89% and 28.65%, while tensile elastic modulus of GFRP bars decreases by 6.57%, 4.40% and
3.77%, respectively. The micro-morphology of the GFRP bars surface was observed under scanning
electron microscopy(SEM), and it indicates that the bonds between fibers and resin in GFRP bars in the
erosion region become loose, and as the temperature rises, the interfacial debonding between fiber and res-
inin GFRP bars becomes more significant. The results of moisture absorption test show that the absorp
tion kinetics can be satisfactorily described by Fick's law, the absorption curve were leveled off after reac-
ning to saturation. In addition, based on the Ficks law, tensile strength degradation model of GFRP bars
under the artificial seawater environment is proposed
收稿日期:2012-08-26;修订日期:2013-01-04
基金项目:中央高校基本科研业务费专项资金项目(同济大学);新世纪优秀人オ支持计划(NCET-10-0636);交通部西部交通建设科技项
日(200631882244)
第一作者:付凯(1984-),男,安徽怀远人,同济大学博士生,E-mail:fukai840617163.com
通信作者:薛伟辰(1970一),男,江苏扬州人,同济大学教授,博士生导师,工学博士.E-mail:xuewc@tongji.edu.cn
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