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植筋锚固拉拔试验及破坏机理研究 被引量:46

Experimental Research on the Behavior of Adhesive Reinforcement under Tensile Load
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摘要 进行了5组18根钢筋的混凝土植筋锚固拉拔试验。通过对试验过程的观察、特征荷载的测 定、破坏形态的分析,研究了植筋锚固的受力性能及破坏机理。在分析试验结果和总结前人研究成果的 基础上,给出了混凝土植筋锚固承载力计算公式等设计建议。 This paper reports the experimental results of 5 groups of 18 adhesive reinforcement bars in concrete under tensile load. Through observing the experiment process, measuring the characteristic loads, and analyzing the failure mechanism, the behavior of adhesive reinforcement under tensile load is studied and described. The formula to calculate the ultimate strength and some design suggestion are also presented.
出处 《结构工程师》 2004年第5期47-51,共5页 Structural Engineers
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参考文献3

  • 1Cook R A, Kunz J, Fuchs W, Konz R C. Behavior and Design of Single Adhesive Anchors Under Tensile Load in Uncracked Concrete. ACI Structural Journal,1998; 95(1)
  • 2Fuchs W, Eligehausen R, Breen J E. Concrete Capacity Design (CCD) Approach for Fastening to Concrete.ACI Structural Journal, American Concrete Institute,1995;92(1)
  • 3McVay M, Cook R A, Krishnamurthy K. Behavior of Chemically Bonded Anchors. Journal of Structural Engineering, ASCE, 1993 ;119(9)

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