期刊文献+

高温后GFRP方管力学性能试验研究 被引量:2

Experimental Study on Mechanical Properties of GFRP Square Pipe after Elevated Temperature
下载PDF
导出
摘要 为研究高温后GFRP方管力学性能的退化规律,截取GFRP方管局部制成试件,通过20~400℃温度的拉伸、压缩试验,分析高温后GFRP试件的力学性能变化与破坏模式,并结合Weibull模型对高温后GFRP试件的拉伸、压缩强度进行统计分析。结果表明:GFRP试件在400℃后的颜色与形状发生显著变化,试件强度和弹性模量在温度低于300℃时变化较小,而400℃后出现急剧退化。Weibull模型量化了GFRP试件力学性能随温度变化的累积失效概率,为评估高温后GFRP管材性能退化离散性提供了参考。 In order to study the degradation of mechanical properties of GFRP square pipe after high temperature, GFRP square pipe was intercepted and partially made into specimens, and the mechanical property changes and damage patterns of GFRP specimens after elevated temperature were analyzed by elevated temperature and tensile and compression tests from 20 ℃ to 400 ℃, and the tensile and compressive strength of GFRP specimens after elevated temperature were statistically analyzed by combining with Weibull model. The results showed that the color and shape of GFRP specimens changed significantly after 400 ℃, and the strength and elastic modulus of the specimens changed less at temperatures below 300 ℃ and degraded sharply at 400 ℃. The Weibull model quantified the cumulative probability of failure of the mechanical properties of GFRP specimens with temperature, and provided a reference for assessing the discrete property degradation of GFRP pipe after elevated temperature.
作者 李猛 宗钟凌 谢青海 顾靖 李珂珂 LI Meng;ZONG Zhongling;XIE Qinghai;GU Jing;LI Keke(School of Civil and Harbor Engineering,Jiangsu Ocean University,Lianyungang 222005,China;Jiangsu Ocean Engineering Research Center for Intelligent Infrastructure Construction,Lianyungang 222002,China)
出处 《江苏海洋大学学报(自然科学版)》 CAS 2022年第3期57-62,共6页 Journal of Jiangsu Ocean University:Natural Science Edition
基金 江苏海洋大学研究生科研与实践创新计划项目(KYCX2021-029,KYCX2021-093) 江苏海洋大学研究生暑期社会实践项目(YSH202202X)。
关键词 GFRP 力学性能 高温 性能退化 GFRP mechanical properties elevated temperature property degradation
  • 相关文献

参考文献2

二级参考文献40

  • 1袁谱,张攀,冯鹏.变厚度FRP曲面夹芯板受力性能分析[J].玻璃钢/复合材料,2012(5):9-18. 被引量:2
  • 2叶列平,冯鹏.FRP在工程结构中的应用与发展[J].土木工程学报,2006,39(3):24-36. 被引量:629
  • 3沃丁柱.复合材料大全[M].北京:化学工业出版社,2003.
  • 4GB50608-2010纤维增强复合材料建设工程应用技术规范[S].
  • 5中国工程建设标准化协会.碳纤维片材加固修复混凝土结构技术规程[s]
  • 6冯鹏,叶列平,孟鑫淼.FRP加固与增强金属结构的研究进展[C].第22届全国结构工程学术会议论文集第1册.2013.
  • 7Halliwell S. In-service performance of glass reinforced plastic com- posites in building. Proc. the Institution of Civil Engineers: Structures and Buildings[ J]. 2004, 157 (1) :99-104.
  • 8蔡国宏.先进复合材料在桥梁中的应用现状和发展前景.高新技术专题报道:中国交通.http://www.iicc.ac.cn/jiaotongkj/gaoxinjs/t20040210_8793.htm,2000.
  • 9Meier U. Carbon fiber-reinforced polymers: modern materials in bridge engineering[ J]. Structural Engineering International, 1992, 2(1): 7-12.
  • 10Groenier J S, Eriksson M, Kosmalski S. A guide to fiber-reinforced polymer trail bridges [ R ].

共引文献132

同被引文献13

引证文献2

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部