期刊文献+

碳纤维材料应用于桥梁工程的耐久性研究 被引量:6

Study on the Durability of CFRP Applied in Bridge Engineering
下载PDF
导出
摘要 力学性能优异的碳纤维增强复合材料(CFRP)在桥梁工程中具有广泛的应用前景,然而CFRP材料及其与桥梁结构组合体系的耐久性还有待研究.笔者对近年来对CFRP材料、CFRP材料加固混凝土梁(柱)、CFRP筋-混凝土主梁的耐久性及劣化机理等问题的研究成果进行系统的归纳和总结.指出:桥梁用CFRP材料多因素耦合环境加速腐蚀试验方法、CFRP材料应用于桥梁工程的防腐措施、CFRP材料与结构的组合界面力学行为随环境变化的规律、含CFRP材料的桥梁结构耐久性年限理论预测模型以及CFRP拉索和预应力筋的锚固体系耐久性等有待进一步研究. Carbon fiber reinforced plastic has the excellent mechanics performance showing good application prospects in bridge engineering.However,the durability of CFRP material and the bridge structure that contain the materials should be studied in advance.The durability research progresses of CFRP-bridge composite structure are reviewed,and the research results have been summarized systematically.It focuses on the durability and deterioration mechanism of the CFRP materials,concrete beams or pillars reinforced with CFRP,and CFRP rod-bridge composite structure.The results show that the accelerated corrosion testing methods and the multi-factor coupling are still far from mature.It lacks anti-corrosion measures for CFRP-bridge composite structure.The mechanics behavior variation laws of the interface of CFRP-bridge corresponding to environmental changes need further investigation.The durability theoretical prediction model of CFRP-bridge composite structure should be established,and thus far the durability of the anchorage systems of CFRP strand and rods has not been fully studied.
出处 《宁波大学学报(理工版)》 CAS 2013年第3期99-104,共6页 Journal of Ningbo University:Natural Science and Engineering Edition
基金 国家重点实验室开放基金(201202) 浙江省教育厅科研项目(Y201222960) 交通行业重点实验室开放基金(201202)
关键词 碳纤维增强复合材料 桥梁工程 耐久性 腐蚀 carbon fiber reinforced plastics bridge engineering durability corrosion
  • 相关文献

参考文献39

  • 1Francesca C, Edoardo C, Manfredi G. Durability issues of FRP rebars in reinforced concrete members[J]. Cement & Concrete Composites, 2006, 28:857-868.
  • 2Cusson R, Xi Yunping. The behavior of fiber-reinforced polymer reinforcement in low temperature environmental climates[R]. Colorado: University of Colorado Boulder, 2003.
  • 3Francesco M, Antonio N. Durability of FRP rods for concrete structures[J]. Construction and Building Materials, 2004, 18:491-503.
  • 4Fares E T, Saadatmanesh H. Durability of AR glass fiber reinforced plasticbars[J]. ASCE-J Compos Constr, 1999, 3(1):9-12.
  • 5Jamond R M, Hoffard T A, Novinson T, et al. Composites in simulated marine environments, SP-2083-SHR[R]. California: Naval Facilities Engineering Service Center, 2000.
  • 6Malvar L J, Jamond R M, Hof F T A, et al. GFRP composites in simulated marine environments[C]//2nd International Conference on Durability of FRP Composites for Construction. Montreal: Special Publication, 2002:191-202.
  • 7Caceres A, Jamond R M, Hoffard T A, et al. Salt-fog accelerated testing of glass fiber reinforced polymer composites, TR-2215-SH R[R]. California: Naval Facilities Engineering Service Center, 2002.
  • 8Chen Yi, Julio F D, Indrajit R, et al. Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures[J]. Composite Structures, 2007, 78:101-111.
  • 9Zhang M, Mason S E. The effects of contamination on the mechanical properties of carbon fiber reinforced epoxy compositematerials[J]. Journal of Composite Materials. 1999. 33(14):1363-1374.
  • 10王晓洁,梁国正,张炜,谢群炜,张家宜.湿热老化对高性能复合材料性能的影响[J].固体火箭技术,2006,29(4):301-304. 被引量:58

二级参考文献49

共引文献160

同被引文献79

引证文献6

二级引证文献19

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