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体外预应力加固简支梁实例计算分析 被引量:4

Calculation Analysis of Simple-span Beams Strengthened by External Pre-stressing
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摘要 通过某机房改造工程,介绍了体外预应力加固简支梁在工程中的应用。采用直接计算承载力增量的计算方法,对体外预应力钢绞线所提供承载力增量进行计算分析。结果表明,体外预应力加固简支梁可以有效地提高结构的承载能力,同时也提高了结构的正常使用极限状态。采用直接计算承载力增量的方法比传统计算方法简便,计算公式直观,结果可信。 Application of external pre-stressing in strengthening is illustrated through the structure rehabilitation project of some computer rooms.Increment of load carrying capacity provided by external pre-stressing strand is analyzed by direct calculation method.The analysis results show that the external pre-stressing effectively improve the load carrying capacity of the structure and the serviceability limit state of the structure.With the comparison of traditional calculation method,the direct calculation of the increment of load carrying capacity is simple,by which the formulas are intuitive and results is credible.
作者 韩雪 薛彦涛
出处 《建筑科学》 北大核心 2013年第7期7-10,共4页 Building Science
关键词 体外预应力 结构加固 简支梁 承载力增量 external pre-stressing structure rehabilitation simple-span beam increment in load-carrying capacity
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参考文献5

  • 1熊学玉,顾炜,雷丽英.体外预应力结构设计研究[J].工业建筑,2004,34(7):1-6. 被引量:18
  • 2郑毅敏,熊学玉,耿耀明.体外预应力混凝土结构设计若干问题的探讨[J].工业建筑,2000,30(5):24-27. 被引量:23
  • 3Tan Kiang Hwee, Kong De Cheng. A Direct Design Approach for Strengthening Simple-span Beams with External Post-tensioning [ J ]. Precast/Prestressed Concrete Institute (Special issue of technological innovation), 2009, 54 (4) : 48- 71.
  • 4Tan Kiang Hwee, and Ng C K. Effects of Deviators and Tendon Configuration on Behavior of Externally Prestressed Beams [ J ]. ACI Structural Journal, 1997, 94(1) : 13 -22.
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