期刊文献+

预应力FRP片材加固混凝土墩柱的研究进展 被引量:5

Research Progress on Concrete Columns Strengthened with Lateral Pre-Stressed FRP Sheets
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摘要 预应力FRP片材加固混凝土墩柱施工工艺简便,既可用于震后应急加固,也适于永久性抗震加固。这种新型加固方法能够避免FRP片材的应变滞后,充分发挥FRP片材的高强特性;促使原有混凝土裂缝的弥合,限制裂缝的发生和开展,提高柱的耐久性能;重新调整混凝土墩柱的受力状态,显著提高被加固混凝土墩柱的延性、承载力和抗震性能。基于预应力FRP片材加固混凝土墩柱的国内外研究现状,围绕预应力FRP片材加固混凝土墩柱的起源、FRP片材预应力施加方法、预应力FRP片材锚夹具、预应力FRP片材加固混凝土柱的抗震性能等几个方面的最新研究进展进行了综述,对目前FRP片材加固混凝土墩柱研究中亟需解决的问题进行了分析与展望。 The concrete column strengthening technology with pre-stressed FRP sheet is very simple and convenient ,which can be used as emergency and permanent strengthening of damaged concrete column in earthquake. By using this new strengthening technology, strain hysteresis of FRP sheets can be avoided; strength of FRP can be fully used; crack generation and expansion of concrete can be confined; durability, ductility ,bearing capacity and seismic behavior of concrete columns can be improved significantly. Based on the state of the art in the world, the new progress of the technology of columns strengthened with pre-stressed FRP sheets was presented, including studies in terms of the origin of the new technology, pre-stress applying system, the anchors used for pre-stressing FRP sheets and the seismic behavior of concrete columns strengthened with pre-stressed FRP sheets. Then, the key problems in its practical application were analyzed.
出处 《结构工程师》 2010年第1期151-155,共5页 Structural Engineers
基金 同济大学土木工程防灾国家重点实验室开放基金资助项目(SLDRCE08-MB-01) 国家自然科学基金资助项目(50978021)
关键词 混凝土柱 预应力FRP 延性 抗震性能 研究进展 concrete column, pre-stressed FRP , ductility, seismic behavior, research progress
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参考文献19

  • 1陆洲导,郑昊,杨劲松.混凝土框架柱的加固试验研究[J].结构工程师,1997,13(2):20-26. 被引量:2
  • 2Saatcioglu M, Yalcin C. External Prestressing Concrete Columns for Improved Seismic Shear Resistance [ J ]. Journal of Structural Engineering, 2005, 129 ( 8 ) : 1057-1070.
  • 3Yamakawa T, Kamogawa S, Kurashige M. Seismic Performance and Design of RC Columns Retrofitted by PC Bar Prestressing as External Hoops [ J ]. AIJ Journal of Structural and Construction,2007,537 : 107-113.
  • 4Saadatmanesh H. Wrapping with Composite Materials [ R]. Non-Met (FRP) Reinforced Concrete Structures E and FN Spon,1995,1 (1) :593-600.
  • 5Priestley M, Seible F. Design and seismic retrofit measures for concrete and masonry structures [ J ]. Construction Building Material, 1995,9 ( 6 ) : 365-577.
  • 6Harries K A, Kharel G. Behaviour of modelling of concrete subject to variable confining pressure [ J ]. ACI Material Journal, 2002,99 ( 2 ) : 180-189.
  • 7Yan Z H, Pantelides C P, Reaveley L D. Posttensioned FRP composite shells for concrete confinement [ J ]. Journal of Composites for Construction, 2007,11 ( 1 ) : 81-90.
  • 8Mortazavi A A, Pilakoutas K, Son K S. RC column srengthening by lateral pre-tensioning of FRP [ J J. Construction and Building Materials ,2003(17) :491-497.
  • 9Yamakawa T, Nasrollahzadeh N K, Satoh H. Seismic or emergency retrofit of RC short columns by use of prestressed aramid fiber belts as external hoops [ J ]. AIJ Journal of Structural and Construction Engineering, 2001,550 : 135-141.
  • 10周长东,赵锋,张艾荣,张蝶.预应力FRP布加固混凝土桥墩的力学性能研究[J].工业建筑,2009,39(4):124-127. 被引量:11

二级参考文献8

  • 1秦岭 刘彦青 等.轴向荷载下杂交柱的极限承载力分析[M].北京力学年会,2002..
  • 2Tetsuo Yamakawa, Mehdi Banazadeh, Shogo Fujikawa. Emergency Retrofit of Shear Damaged Extremely Short RC Columns Using Pretensioned Aramid Fiber Belts [ J ]. Journal of Advanced Concrete Technology, 2005, 3(1): 95- 106.
  • 3Shahab MEHDIZAD TALEIE, Hasan MOGHADDAM. Experimental and Analytical Investigation of Square RC Columns Retrofitted with Pre-stressed FRP Strips [ C ]//8th International Symposium on FRP Reinforcement for Concrete Structures, Greece : 2007.
  • 4Shahab MEHDIZAD TALEIE, Asghar VATANI OSKOUEI. Experimental Investigation of FRP Relaxation and Its Effect on Prestressing Techniques [ C ] // 8th International Symposium on FRP Reinforcement for Concrete Structures. Greece: 2007.
  • 5ACI 318.02. Building Code Requirements for Structural Concrete[ S]. 2002.
  • 6ACI 440.2R- 02. Guide for the Design and Construction of ExtemaUy Bonded FRP Systems for Strengthening Concrete Structures [ S]. 2005.
  • 7GB50010-2002.混凝土结构设计规范[S].[S].,..
  • 8GB50367-2006,混凝土结构加固设计规范[S].

共引文献14

同被引文献26

  • 1卓静,李唐宁.波形齿夹具锚和U型箍锚固作用的力学机理[J].中国公路学报,2007,20(3):48-53. 被引量:11
  • 2SAATCIOGLU M, YALCIN C. External pre-stressing concrete columns for improved seismic shear resistance[J]. Journal of Structural Engineering, 2003,129(8): 1057-1070.
  • 3SAADATMANESH H, EHSAN1 M. RC beams strengthened with GFRP plates: Part I: Experimental study[J]. Journal of Structural Engineering(ASCE), 1991,117( 11 ) : 3417-3433.
  • 4CHAR M S, SAADATMANESH H, EHSANI M R. Concrete girders externally pre-stressed with composite plate [J]. PCI Journal,1994,39(3):40-51.
  • 5TRIANTAFILLOU T C, DESKOVIC N, DEURING M. Strengthening of concrete structures with pre-slressed fiber reinforced plastic sheets[J]. ACI Structural Journal, 1992, 89 (3):235-244.
  • 6Yan Z H, Pantelides C P, Reaveley L D. Postten- sioned FRP Composite Shells for Concrete Confine- ment [ J]. Composites for Construction, 2007, 11 (1) :81-90.
  • 7Mortazavi A A, Pilakoutas K, Son K S. RC Column Strengthening by Lateral Pre-tensioning of FRP [ J ]. Construction and Building Materials, 2003, ( 17 ) : 491-497.
  • 8Yamakawa T, Nasrollahzadeh N K, Satoh H. Seismic or Emergency Retrofit of RC Short Columns by Use of Pre-stressed Aramid Fiber Belts as External Hoops [J]. AIJ Journal of Structural and Construction Engi- neering, 2001, 550:135-141.
  • 9周长东,厉春龙,朱万旭,等.高强度纤维材料自锁式锚固装置:中国,ZL201120008128.4[P].2011-8-17.
  • 10Yan Z H,Pantelides C P,Reaveley L D. Posttensioned FRP composite shells for concrete confinement[J].Journal of Composites for Construction,2007,(01):81-90.doi:10.1061/(ASCE)1090-0268(2007)11:1(81).

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