期刊文献+

FRP筋应力松弛试样端部锚夹方法研究 被引量:2

STUDY OF ENDS ANCHOR METHOD OF STRESS RELAXATION SPECIMENS OF FRP TENDONS
在线阅读 下载PDF
导出
摘要 将FRP筋作为预应力筋使用,必须了解其应力松弛特性。要测定FRP筋的应力松弛特性,关键是要找到一种有效的试样端部锚固方法。FRP筋一般的锚具系统应用于松弛特性测试时存在这样或那样的缺陷,为此本文提出了一种创新的测试FRP筋应力松弛特性的试样端部加强锚固的方法,实现了松弛试验时端部近似为零的滑移,保证了试验段应变的恒定,从而可准确测定FRP筋的应力松弛性能。 As prestressing tendons, the stress relaxation property of FRP tendons must be studied. To survey it, the key is to find an effective method anchoring the specimen' s ends. The usual FRP tendon anchor systems are not fit to measure the stress relaxation property. Therefore, an innovation anchor method has been put forward in this paper. Applied the anchor system, the slip of the specimen' s ends is nearly zero so that the strain of the test section can be maintained constant during the test and the measure results should be accurate.
出处 《玻璃钢/复合材料》 CAS CSCD 2009年第5期3-6,共4页 Fiber Reinforced Plastics/Composites
基金 交通部科技项目资助(200632800003-09) 上海市重点学科建设项目资助(B302)
关键词 FRP筋 应力松弛 试样 锚固方法 FRP tendon stress relaxation specimen anchor method
  • 相关文献

参考文献8

  • 1Hamid Saadatmanesh, Fare Etannous. Relaxation, creep, and fatigue behavior of carbon fiber reinforced plastic tendons [ J ]. ACI Materials Journal, 1999.
  • 2Dolan, C. W. , Hamihon, H. R. , Bakis, C. E. , and Nanni, A.Design Recommendations for Concrete Structures Prestressed with FRP Tendons, Final Report[ D]. Department of Civil and Architectural Engineering Report DTFH61-96-C-00019, University of Wyoming, Laramie, Wyo. ,2000.
  • 3陶学康,孟履祥,关建光,徐福泉.纤维增强塑料筋在预应力混凝土结构中的应用[J].建筑结构,2004,34(4):63-71. 被引量:26
  • 4孟履祥,徐福泉,关建光,翟巧玲,蔺秀艳.碳纤维筋(CFRP筋)松弛损失试验研究[J].施工技术,2005,34(7):40-41. 被引量:19
  • 5ACI440.4R-04, Guide Prestressing Concrete Structures With FRP Tendons.
  • 6张继文,朱虹,吕志涛,赵克政.预应力FRP筋锚具的研发[J].工业建筑,2004,34(z1):259-262. 被引量:20
  • 7GB/T 10120-1996.金属应力松弛试验方法[S].
  • 8JSCE-E 534-1995, Test method for long-term relaxation of continuous fiber reinforcing materials.

二级参考文献27

  • 1[1]Vistasp M. Karbhari. "WTEC Monograph on Use of Composite Materials in Civil Infrastructure in Japan". ITRI word Technology Division. 1998.8
  • 2[2]JSCE "Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials". Published by Research Committee on Continuous Fiber Reinforcing Materials, JSCE. JAPAN. Oct, 1997
  • 3[3]Giuseppe B., Guimaraes and Aellington F. Araujo. "Strain concentration at dry-joints of segmental concrete beams prestressed with external aramid tendons." FRPRCS5:681-688, London, 2001
  • 4[4]Chris J., "Burguyne. Advanced Composites in Civil Engineering in Europe." Structure Engineering International 4/99
  • 5[5]Krishna S. Sandepudi. "Static, Fatigue and Ultimate Load Behavior of Bridges Prestressed with Advanced Composite Materials".[A dissertation for the Degree of Doctor of Philosopy]. Florida Atlantic University. 1995
  • 6[6]Brahim Benmokrane, Burong Zhang and Adil Chennouf. "Tensile Properties and Pullout Behaviour of AFRP and CFRP rods for guouted anchor applications." Construction and Building Materials. 2000. (14): 157-170
  • 7[7]吕志涛,孟少平.现代预应力设计.北京:中国建筑工业出版社.2000年
  • 8[9]冯大斌,栾贵臣主编.后张预应力混凝土施工手册.北京:中国建筑工业出版社.2002
  • 9Hamid Saadatmanesh,Fares E Tannous.Relaxation,creep,and fatigue behavior of carbon fiber reinforced plastic tendons[J].ACI Materials Journal,1999.
  • 10JSCE-E 534-1995,Test method for long-term relaxation of continuous fiber reinforcing materials[S].

共引文献59

同被引文献24

引证文献2

二级引证文献11

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部