期刊文献+

预应力纤维材料加固木梁研究 被引量:16

Research of prestressed FRP in the reinforcement of timber beams
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摘要 普通纤维加固木结构不能充分利用纤维材料的高强性能,对于构件的变形也不能起到很好的降低作用,而对纤维材料施加一定的预应力将很好解决这些问题.本文对预应力纤维材料加固木梁进行了理论分析,给出在预应力条件下粘结应力的解析解,并提出简单实用的预应力施加方法——预弯法,为工程应用打下基础. <Abstrcat> Fiber reinforced polymer (FRP) without prestress applied in the reinforcement of timber structures can't make full use of high strength of material, and reduce deformation of the structures obviously. However, prestressed FRP can overcome these disadvantages. In this paper, research of prestressed FRP in the reinforcement of timber structures is introduced, The analytic solutions of shear and normal stresses along the adhesive line are formulated and a useful introducing prestress method called pre-flex method is also proposed.
出处 《空间结构》 CSCD 北大核心 2005年第2期34-38,共5页 Spatial Structures
关键词 纤维材料 预应力 加固 木梁 充分利用 降低作用 粘结应力 应力条件 施加方法 工程应用 木结构 解析解 高强 基础 prestress fiber reinforced polymer(FRP) timber structures reinforcement
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参考文献15

  • 1王增春,何艳丽,王溥.FRP加固木结构的应用和研究[J].建筑技术开发,2004,31(3):13-14. 被引量:25
  • 2Helmut G L, Andre Filiatrault. Performance of timber structures during the Hyogo-Ken Nanbu earthquake of 17 January 1995 [J]. Canadian Journal of Civil Engineering, 1996,23(3) :653-664.
  • 3Plevris N ,Triantafillou T C. FRP-reinforced wood as structural members [J]. Journal of Material in Civil Engineering, 1992,4 (3): 300- 317.
  • 4Triantafillou T C. Shear reinforcement of wood using FRP materials [J]. Journal of Materials in Civil Engineering, 1997, 9(2):65-69.
  • 5Blas H J, Romani M. Investigations of the load carrying behaviors of composite glued laminated timber beams reinforced with fiber reinforced plastic [J]. Holz Als Roh-und Werkstoff, 2001,59 (5): 364- 373.
  • 6Merier U, Deuring M, Merier H, Schwegler G.Strengthening of structures with CFRP laminates: research and application in Switzer-land [A]. Proceeding of 1st International Conference on Advanced Composite Material in Bridges and Structures [C], Canada Society of Civil Engineering, Sherbrooke, Canada, 1992: 243-251.
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  • 8李大华,徐扬,郑鹄.对山西应县木塔采用纳米复合纤维加固的建议[J].山西地震,2001(4):24-25. 被引量:12
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二级参考文献16

  • 1[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
  • 2[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
  • 3团体著者,1990年
  • 4Nanni A, ed.. Fibre-reinforeced-plastic-reinforcement for concrete structures: properties and applications. Elsevier Science Publishiers BU( North-Holland), Amsterdam, The Netherlands.
  • 5Plevris N ,Triantafillou T C. FRP-reinforced wood as structural members.Journal of material in civil engineering. 1992,4(3):300-317.
  • 6Triantafillou T C. Shear reinforcement of wood using FRP materials.Journal of materials in civil engineering, 1997,9(2) :65-69.
  • 7Blas H J, Romani M. Investigations of the load carrying behaviors of composite glued laminated timber beams reinforced with fiber reinforced plastic. Holz als roh-und werkstoff, 2001,59 (5) : 364-373.
  • 8Boharman B. Pretressed wood member. Forest Product Journal, 1962, 12(12) :596-602.
  • 9Triantafillou T C. Deskovic N. Innovative prestressing with FRP sheetsmechanics of short-term behavior. Journal of Engineering MechaaicsASCE, 1991,117(7) : 1652-1672.
  • 10Triantafillou T C, Deskovie N. Prestressed FRP sheets as external reinforcement of wood members. Journal of Structural engineering-ASCE,1992,118(5) : 1270-1284.

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引证文献16

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