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温湿交变对外贴CFRP加固混凝土梁抗弯力学性能的影响研究

李伟文 严志亮 隋莉莉 邢锋 曹征良

李伟文, 严志亮, 隋莉莉, 邢锋, 曹征良. 温湿交变对外贴CFRP加固混凝土梁抗弯力学性能的影响研究[J]. 工业建筑, 2010, 40(4): 27-32. doi: 10.13204/j.gyjz201004007
引用本文: 李伟文, 严志亮, 隋莉莉, 邢锋, 曹征良. 温湿交变对外贴CFRP加固混凝土梁抗弯力学性能的影响研究[J]. 工业建筑, 2010, 40(4): 27-32. doi: 10.13204/j.gyjz201004007
Li Weiwen, Yan Zhiliang, Sui Lili, Xing Feng, Cao Zhengliang. THE INFLUENCE OF TEMPERATURE-HUMIDITY CYCLES ON BENDING MECHANICAL BEHAVIOR OF CONCRETE BEAMS STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 27-32. doi: 10.13204/j.gyjz201004007
Citation: Li Weiwen, Yan Zhiliang, Sui Lili, Xing Feng, Cao Zhengliang. THE INFLUENCE OF TEMPERATURE-HUMIDITY CYCLES ON BENDING MECHANICAL BEHAVIOR OF CONCRETE BEAMS STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 27-32. doi: 10.13204/j.gyjz201004007

温湿交变对外贴CFRP加固混凝土梁抗弯力学性能的影响研究

doi: 10.13204/j.gyjz201004007
基金项目: 

国家自然科学基金资助项目(50878130);深圳市科技计划资助项目(SY200806270091A);建设部研究开发项目(2008-K2-25)

详细信息
    作者简介:

    李伟文,男,1967年出生,副教授。E-mail:liweiwen@szu.edu.cn

  • 中图分类号: TU375.1

THE INFLUENCE OF TEMPERATURE-HUMIDITY CYCLES ON BENDING MECHANICAL BEHAVIOR OF CONCRETE BEAMS STRENGTHENED BY CFRP

  • 摘要: 温湿交变是造成碳纤维增强复合材料(CFRP)加固钢筋混凝土梁性能退化的主要原因之一。通过试验,研究在温湿交变下碳纤维增强复合材料加固钢筋混凝土的力学特性,并观察其裂缝开展情况;在此基础上分析碳纤维增强复合材料加固钢筋混凝土梁在温湿交变条件下的破坏模式。试验结果与正常环境下的测试数据进行对比,得出了温湿交变对CFRP加固钢筋混凝土梁的影响程度和劣化机理。
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出版历程
  • 收稿日期:  2009-08-07
  • 刊出日期:  2010-04-20

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