Numerical Simulation on the Behaviors of Post-Embedded Bars in Reinforced Concrete

Abstract:

Prism pull-out test results was used to build anchorage bonding interface slip model(ABISM), with this model, the behaviors of post-embedded bars in reinforced concrete with different anchorage depth were analyzed by one-dimensional numerical method, and the calculation values was compared with the experimental values. The results showed that: the calculated value is in good agreement with the experimental values. this model can provides an important reference for anchor design.

• Periodical: Advanced Materials Research (Volume 598)
• Pages: 454-458
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.598.454
• Online since: November 2012
• Authors: Jian Hua Yang
• Keywords: Anchorage, Finite Element Method (FEM), Interface Model, Post-Embedded Bar

References

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