Experimental and Numerical Simulation Study on the Shear Stress for the Interfaces of Anchorage Type Structures

Zhi Xiang Zha; Wei Peng; Xi La Liu

doi:10.4028/www.scientific.net/AMR.163-167.1325

Paper Titles

Experiment Study on Concrete Block Model Shaft Lining Used in Freezing Shaft
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FEM Analysis in Thermal Stresses of Basement Wall and Floor
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Experimental Study on Inner Reinforced Concrete-Block Composite Shaft Lining
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Structural Behavior of RC Cylinders Confined with High Strength Transverse Reinforcement
p.1321

Experimental and Numerical Simulation Study on the Shear Stress for the Interfaces of Anchorage Type Structures
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A Stress Analytical Solution of Steel Reinforced Concrete Transfer Beam
p.1329

Experimental Equipment Research on Uniaxial Compression Stress-Strain Curve of Concrete
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Experimental Study on Shear Behavior of Prestressed Concrete Deep Beams with Draped Tendons
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Mechanical Behavior of the Slab on Prestressing Tendons Concentrated Arranged along the Columns
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Experimental and Numerical Simulation Study on the...

Experimental and Numerical Simulation Study on the Shear Stress for the Interfaces of Anchorage Type Structures

Abstract:

A laboratory test of anchor pull-out model under plane-strain condition on the shear stress transfer for the interfaces of anchorage type structures was carried out in this paper. The results of test were verified by corresponding numerical simulation model. It was proved that the pull-out experimental model under plane-strain condition was an effective model used to research the working mechanism of anchorage structure.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

1325-1328

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.1325

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Online since:

December 2010

Authors:

Zhi Xiang Zha, Wei Peng, Xi La Liu

Keywords:

Anchorage Type Structure, Experimental Study, Laboratory Test, Numerical Simulation, Shear Stress

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References

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