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碳纤维加固混凝土构件温度应力的研究 被引量:2

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摘要 推导了碳纤维加固混凝土构件温度应力的解析解 ,用ANSYS软件对温度应力进行了仿真分析 。
出处 《黑龙江交通科技》 2004年第7期58-60,共3页 Communications Science and Technology Heilongjiang
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同被引文献22

  • 1马芹永,涂智溢,卢小雨.CFRP加固RC矩形梁极限抗弯承载力与延性计算[J].安徽理工大学学报(自然科学版),2005,25(1):5-9. 被引量:4
  • 2WU Jong-hwei,YEN Tsong,HUNG Chien-hsing,LIN Yiching.Strengthening reinforced concrete beams using prestressed glass fiber-reinforced polymer-Part I: Experimental study[J].Journal of Zhejiang University-Science A(Applied Physics & Engineering),2005,6(3):166-174. 被引量:11
  • 3黄龙男,李地红,张东兴,福泽公夫.碳纤维复合材料补强混凝土界面温度应力分析[J].材料科学与工艺,2005,13(2):158-161. 被引量:13
  • 4M. Ekenel,A. Rizzo,J. J. Myers,et al. Effect of fatigue loading on flexural performance of reinforced concrete beams strengthened with FRP fabric and pre-cured laminate systems[A]. Composites in Construction 2005 [C]. Third International Conference Lyon, France, 2005.
  • 5K.H. Larson,J. Robert, Peterman. Strength-fatigue behavior of fiber reinforced polymer strengthened prestressed concrete T-beams[J]. Journal of Composites for Construction, 2005,9(4).
  • 6Renee Cusson, Yun pingxi. The behavior of fiber-reinforced polymer reinforcement in low temperature environmental climates[R]. Report No. CDOT- DTD-R-2003-4.
  • 7H. N. Garden, L. C. Hollaway. An experimental study of the influence of plate end anchorage of carbon fibre composite plates used to strengthen reinforced concrete beams[J]. Construction and Building Materials, 1998(4).
  • 8姚国文.纤维薄板增强RC梁的力学性能研究[R].广州:华南理工大学,2005.
  • 9L. C. Hollaway, M. B. Leeming. Strengthening of reinforced concrete structures using externally-bonded FRP composites in structural and civil engineering [ M]. Cambridge, UK: Woodhed, 1999.
  • 10R. Eden, Y. J. Kim, L. Bizindavyi, et al. Damaged bridge girder repaired using prestressed CFRP sheets [J]. FRP International ,2004,1 (2).

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