Study on the Effect of Bond-Anchoring Factor on Bond Behavior between Deformed Bar and Shale Ceramic Concrete

Wei Jun Yang; Jie Yu; Yan Wang

doi:10.4028/www.scientific.net/AMR.403-408.444

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 403-408Study on the Effect of Bond-Anchoring Factor on...

Study on the Effect of Bond-Anchoring Factor on Bond Behavior between Deformed Bar and Shale Ceramic Concrete

Abstract:

In this paper, the effect of bond-anchoring factor on bond behavior between deformed bar and shale ceramic concrete was analyzed by four groups of pull-out tests with different anchorage length. And three reinforced concrete pull-out tests used for comparative analysis were prepared at the same time. We obtained a series of experimental data and based on these data .A more accurate formula was summed up. This formula has a high value in guiding the practical project to choose the anchorage length.

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Periodical:

Advanced Materials Research (Volumes 403-408)

Pages:

444-448

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.403-408.444

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Online since:

November 2011

Authors:

Wei Jun Yang, Jie Yu, Yan Wang

Keywords:

Anchorage Length, Bond Behaviour, Shale Ceramic Concrete

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References

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