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国外关于预应力筋锚固长度的研究综述 被引量:1

Review on research of anchoring length of prestressed strand abroad
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摘要 准确确定预应力筋的锚固长度对于计算预应力构件的抗弯和抗剪承载力意义重大。对国外有关预应力筋锚固长度的研究作一文献综述,结合美国既有规范ACI318和AASHTO以及其它研究成果汇总了锚固长度的计算公式,探讨了预应力筋直径、混凝土强度等对锚固长度的影响。 An accurate prediction of development length of prestressing strand is significantly meaningful to calculate moment resistance and shear capacity of pre-tensioned members.This paper presented a literature review of the analysis of development length.The equations for calculating development length were summarized from the existing codes ACI318 and AASHTO,as well as other research results.Also,the effect of the diameter of prestressing strand and the compression strength of concrete on development length was discussed.
作者 蒋欣
出处 《铁道建筑》 北大核心 2015年第10期38-41,55,共5页 Railway Engineering
关键词 预应力筋 锚固长度 粘结 Prestressing Strand Development Length Bond
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参考文献22

  • 1LEONHARDT F. Prestressed Concrete:Design and Construc- tion [ M ]. Berlin Munich : Wilhelm Ernst &Sohn, 1964.
  • 2MORCOUS G,HANNA K,TADROS M K. Impact of 0. 7 Inch Diameter Strands on NU I-Girders ( NDOR Project No. SPR- 1 (08) P311 ) [ R]. Linkoln: Nebraska Department of Roads, University of Nebraska Linkoln,2011.
  • 3American Concrete Institute Committee 318. Building Code Requirements for Structural Concrete ( ACI 318- 08 ) and Com- mentary ( 318 R-08 ) [ S ]. Farmlngton Hills : American Concrete Institute, 2008.
  • 4American Association of State Highway and Transportation Officials. AASHTO LRFD Bridge Design Specifications [ S ]. 4th Edition. Washington D C :AASHTO,2007.
  • 5ZIA P, MOSTAFA T. Development Length of Prestressing Strands [ J ]. PCI Journal, 1977,22 ( 5 ) : 54- 65.
  • 6ABDALLA O A,RAMIRZE J A, LEE R H. Strand Debonding in Pretensioned Beams-Preeast Prestressed Concrete Bridge with Debonded Strands-Simply Supported Tests, Part 2 (Final Report FHWA/INDOT/JHRP- 92- 25 ) [ R ]. West Lafayette : Purdue University, the Indiana Development of Transporta- tion, 1993.
  • 7MITCHELL D,COOK W D,KHAN A A, et al. Influence of High Strength Concrete on Transfer and Development Length of Pretensioning Strand [ J ]. PCI Journal, 1993,38 ( 3 ) : 52- 66.
  • 8BURDETTE E G,DEATHERAGE J H,CHEW C K. Develop- ment Length and Lateral Spacing Requirements of Prestressing Strand for Prestressed Concrete Bridge Girders [ J ]. PCIJournal, 1994,39( 1 ) :70-83.
  • 9BUCKNER C D. A Review of Strand Development Length for Pretensioned Concrete Members [ J ]. PCI Journal, 1995,40 (2) :84-105.
  • 10LANE S N. A New Development Length Equation for Pre-ten- sioned Strands in Bridge Beams and Piles( Report No. FHWA- RD-98-116 ) [ R ]. McLean : Federal Highway Administration, 1998.

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