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FRP筋材嵌入法加固技术 被引量：1

Strengthening Technique With Near Surface Mounted FRP
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摘要 近年来,采用纤维增强塑料FRP(Fiber Reinforced Plastic)筋嵌入式方法(Near Surface Mounted,简称NSM)加固混凝土结构这一新技术在国外的试验研究和工程实践里逐渐采用,对于钢筋混凝土结构采用嵌入式加固后的性能研究是土木工程结构加固领域的一个新课题,该项技术有一定的工程应用价值。 In the recent years, the new technique of strengthening concrete structure with Near Surface Mounted FRP rods has been applied in the laboratory studies and engineering practice abroad. This tech- nique is a new subject in civil engineering structure strengthening, which has some engineering application value.
作者 赵连会
机构地区 沧州市盛大建筑有限公司
出处 《河北工程技术高等专科学校学报》 2008年第3期26-28,共3页 Journal of Hebei Engineering and Technical College Quarterly
关键词 纤维聚合材料 嵌入式加固方法 新加固技术 FRP NSM new technique of strengthening
分类号 TU398.9 [建筑科学—结构工程]
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参考文献2

二级参考文献24

  • 1Xiao Y，Structural Engineering Research Program，1995年
  • 2CECS146:2003.碳纤维片材加固混凝土结构技术规程.[S].,..
  • 3De Lorenzis L, Nanni A. Characlerislics of FRP Rods as NSM Reinforcement. Journal of Composites Construction, ASCE, 2001,5(2): 114-121
  • 4De Lorenzis L, Nanni A. Bond between NSM Fiber-Reinforced Polymer Rods and Concrete in Structural Strengthening. ACI Structural Journal,1999(2): 123-132
  • 5De Lorenzis L. Strengthening of RC Structures with Near Surface Mounted FRP Rods. Ph. D. Thesis, Department of Innovation Engineering, University of Lecce, Italy: 2002
  • 6De Lorenzis L, Rizzo A, La Tegola A. A Modified Pull-out Test for Bond of Near-Surface Mounted FRP Reds in Concrete. Composites Part B:Engineering, 2002,33 (8): 589-603
  • 7Blasehko M. Bond Behaviour of CFRP Strips Glued into Slits. Proceedings of the Sixth International Symposium on FRP Reinforcement for Concrete Structures, Singapore: 2003. 205-214
  • 8Hassan T, Rizkalla S. Investigation of Bond in Concrete Structures Strengthened with Near Surface Mounted Carbon Fiber Reinforced Polymer Strips. Journal of Composites for Construction, ASCE,2003,7(3):248-257
  • 9Rizkalla S, Hassan T. Effectiveness of FBP for Strengthening Concrete Bridges. Journal of Structural Engineering International, 2002,3:89-95
  • 10De Lorenzis L, Mieelli F, La Tegola A. Passive and Active Near-Surface Mounted FRP Rods for Flexural Strengthening of RC Beams. Proceedings of the Third International Conference of Composite in Infrastructures, San Francisco, California: 2002

共引文献190

同被引文献27

  • 1欧阳煜,王鹏,张云超.玄武岩纤维布加固钢筋混凝土梁受弯受剪承载力计算分析[J].工业建筑,2007,37(6):24-27. 被引量：16
  • 2樊烽,姚谏.有腹筋RC梁表层嵌贴CFRP板的抗剪加固试验研究[J].科技通报,2007,23(4):582-586. 被引量：3
  • 3赵晋,张雪丽.CFRP板条加固钢筋混凝土梁的抗剪性能试验研究[J].混凝土,2007(11):8-11. 被引量：12
  • 4CECS 146-2003. 碳纤维片材加固混凝土结构技术规程[S]. 北京: 中国计划出版社, 2003.
  • 5李荣, 滕锦光. FRP加固混凝土结构[M]. 北京: 中国建筑工业出版社, 2005: 1-15.
  • 6Teng J G, Lam L, Chen J F. Shear strengthening of RC beams with FRP composites[J]. Progress in Structural Engineering and Materials, 2004, 6 (3): 173-184.
  • 7De Lorenzis L, Nnnai A. Shear strengthening of reinforced concrete beams with near-surface mounted fiber-reinforced polymer rods[J]. ACI Struc-ture Journal, 2001, 98(1): 60-68.
  • 8Dias S J E, Barros J A O. Experimental behavior of RC beams shear strengthened with NSM CFRP laminates[J]. Strain, 2012, 48(1): 88-100.
  • 9Rahal K N, Rumaih H A. Tests on reinforced concrete beams strength-ened in shear using near surface mounted CFRP and steel bars[J]. Engi-neering Structures, 2011, 33(1): 53-62.
  • 10Rizzo A, De Lorenzis L. Behavior and capacity of RC beams strength-ened in shear with NSM FRP reinforcement[J]. Construction and Build-ing Materials, 2009, 23(4): 1555-1567.

引证文献1

二级引证文献10

河北工程技术高等专科学校学报
2008年 第3期

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