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碳纤维加固混凝土技术探析

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摘要 碳纤维加固技术的关键是应保证碳纤维布高强度的充分发挥,而碳纤维布高强度的有效作用,是通过其与混凝土表面的可靠粘结来保证的。因此,碳纤维布补强加固技术的施工质量对于加固效果可起到决定性作用。通过使用适当的界面处理,可使加固的粘接界面抗剪强度大幅提高。
作者 李友彬
出处 《商情》 2010年第36期115-116,共2页
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  • 1松尾庄二 枫冈茂 等.FRP织物补强钢筋混凝土梁的受弯性能试验.日本混凝土协会年会论文报告集[M].,1996..
  • 2[1]Vilnay O.The Analysis of Reinforced Concrete Beams Strengthened by Epoxy Bonded Steel Plates.The International Journal of Cement Composites and Lightweight Concrete,1988,10(2):73~78
  • 3[2]Malek A M,Saadatmanesh H and Ehsani M R.Prediction of Failure Load of RC Beams Strengthened with FRP Plate due to Stress Concentration at the Plate End.ACI Structural Journal,1998,95(1):142~152
  • 4[4]T.Norris, H.Saadatmanesh and M.R.Ehsani. Shear and Flexural Strengthening of R/C Beam with Carbon Fiber Sheets[J],Journal of Structural Engineering.1997,123(7):903~911.
  • 5[5]R.N.Swamy and P.Mukhopadhyaya. Debonding of Carbon-Fiber-Reinforced Ploymer Plate from Concrete Beams[J]. Proceedings of the Institution of Civil Engineers,Structures and Buildings, 1999,134 :301~317.
  • 6[6]G.J.Al-Sulaimani, A.Sharif, I.A.Basunbul, M.H.Baluch and B.N.Ghaleb. Shear Repair for Reinforced Concrete by Fiberglass Plate Bonding ACI Structural Journal[J] 1994,91(3):458~464.
  • 7[7]A.M.Malek and H.Saadatmanesh. Ultimate Shear Capacity of Reinforced Concrete Beams Strengthened with Web-Bonded Fiber-Reinforced Plastics Plates[J]. ACI Structural Journal,1998,95(4):391~399.
  • 8[8]R.N.Swamy ,P.Mukhopadhyaya and C.J.Lynsdale. Strengthening for Shear of RC Beams by External Plate Bonding[J]. The Structural Engineer, 1999,77(12):19~30.
  • 9[9]H.Saadatmanesh , M.R.Ehsani and M.W.Li. Strength and Ductility of Concrete Columns Externally Reinforced with Fiber Composite Straps[J]. ACI Structural Journal, 1994,91(4).
  • 10[10]A. Mirmiran, M. Shahawy and M. Samaan. Strength and Ductility of Hybrid FRP-Concrete Beam-Columns[J]. Journal of Structural Engineering, 1999,125(10):1085~1096.

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