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FRP嵌入式加固法（NSM）研究与应用现状 被引量：2

NEAR SURFACE MOUNTED FRP REINFORCEMENT STATE-OF-THE-ART REVIEW
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摘要 FRP嵌入式加固法是近年来国外兴起的-种新兴的结构加固形式.介绍了FRP嵌入式加固法的特点、研究以及应用现状,并提出了现阶段需要继续深入的一些问题. Near surface mounted FRP reinforcement is emerging as a promising technique for the structure strengthening in abroad recent years. This paper briefly expounds the present situation of the research and application near surface mounted FRP reinforcement. Topics covered include materials, characters and so on. This paper also puts forward several problems which need do more work.
作者 段世昌
机构地区 北京环友建筑技术发展有限责任公司
出处 《建筑技术开发》 2005年第12期28-30,43,共4页 Building Technology Development
关键词 纤维增强复合材料(FRP) 嵌入式加固法(NSM) 加固形式 施工技术 Fiber reinforced ploymer （FRP） Near surface mounted reinforcement Strengthening
分类号 TU746.3 [建筑科学—建筑技术科学]
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参考文献18

  • 1Hassan, T. and Rizkalla, S.. Bond mechanism of near surface mounted FRP bars for flexural strengthening of concrete structures. ACI Structural Journal, Vol. 101. No. 6, NovemberDecember 2004, pp. 830-839.
  • 2E1-Hacha, R., Filho, J., Rizkalla, S., and Melo, G.S..Effectiveness of near surface mounted FRP reinforcements for flexural strengthening of reinforced concrete beams. Proceedings of the Fourth International Conference on Advanced Composite Materials for Bridges and Structures (ACMBS-4), Calgary, July 20-23, 2004, CD-Rom.
  • 3De Lorenzis, L., A. Nanni, and A. La Tegola. Flexural and shear strengthening of reinforced concrete structures with near surface mounted FRP rods. Proc. ,3rd Inter. Conf. on Advanced Composite Materials in Bridges and Structures, Ottawa, Canada,J. Humar and A.G. Razaqpur, Editors, 15-18Aug. 2000, pp.521-528.
  • 4Nanni, A., M. Di Ludovico, and R. Parretti. Shears trengthening of a pC bridge with NSM CFRP rectangular bars.Advances in Structural Engineering-An International Journal, Vol.7, No. 4, 2004, pp. 97-109.
  • 5Grando S., M .R. Valluzzi, C. Modena, J.G. Tumialan. Shearstrengthening of URM clay wallswith FRP systems. Advancing with Composites, Plast 2003, Ed. I. Crivelli-Visconti, Milan,May 7-9, 2003, Milan, Italy.
  • 6Hassan, T. and RizkaUa, S.. Bond mechanisms of near surface mounted FRP bars and strips for flexural strengthening of concrete structures. Proceedings of the First International Conference on Structural Health Monitoring of Innovative Civil Engineering Structures, Winnipeg, Canada, September 2002, CD-ROM.
  • 7Hassan, T. and RizkaUa, S.. Investigation of bond in concrete structures strengthened with near surface mounted carbon fiber reinforced polymer strips. Journal of Composite for Construction,Vol. 7, No. 3, August 2003, pp. 248-257.
  • 8De Lorenzis, and A. Nanni. Bond between near surface mounted FRP rods and concretein structural strengthening. ACI Structures Journal, Vol. 99, No. 2, March-April 2002,pp. 123-133.
  • 9Hassan, T., Mohamedien, M. , Hassan, N. , and Rizkalla, S..Bond performance of different FRP strengthening systems. P.S.Engineering Research Journal, Vol. 5, No. 2, 2001, pp. 15-23.
  • 10Horeczy, G., Svecova, D. and RizkaUa, S.. The Bond Behavior of timber reinforced with GFRP bars. Proceedings of the advanced engineering wood composites conference, Bethel, Maine, August 14-16, 2001.

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建筑技术开发
2005年 第12期

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