Bond Behaviour of Concrete Block Including Steel Mesh of Various Rib Pattern and Bar Size

Jian Yang; Qiang Du; Yi Wang Bao

doi:10.4028/www.scientific.net/AMR.177.562

Paper Titles

On the Testing Strength Curve of Clay and Fly Ash Lightweight Aggregate Concrete by Rebound Method
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Influence of Protective Layer Thickness on the Mechanical Properties of Reinforced Concrete Beam
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On the Experimental Methods for the Determination of Elastic Modulus and Hardness of Cement Particles by Nanoindentation
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Absorbing and Mechanical Properties of Cement-Based Composites with Nano-Titanic Oxide Absorbent
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Bond Behaviour of Concrete Block Including Steel Mesh of Various Rib Pattern and Bar Size
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Seebeck Effect in Graphite-Carbon Fiber Cement Based Composite
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Electromagnetic Shielding Effectiveness of Cement-Matrix Composite Containing Nickel Fiber
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Testing Methods of Adiabatic Temperature Rise in Concrete
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Electrochemical Charaterization of Steel Concrete under Multi-Factors Influence
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 177Bond Behaviour of Concrete Block Including Steel...

Bond Behaviour of Concrete Block Including Steel Mesh of Various Rib Pattern and Bar Size

Abstract:

Bond behavior plays an important role in developing load carrying capacity and ductility for concrete structures. Studies on bond behavior of single bars have been extensively conducted and whereas those on steel meshes are rather limited. This paper reports an experimental study on the bond behavior of concrete blocks with steel meshes. By varying the rib pattern and bar size of the steel mesh, their influence was examined.

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Periodical:

Advanced Materials Research (Volume 177)

Pages:

562-565

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.177.562

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Online since:

December 2010

Authors:

Jian Yang, Qiang Du, Yi Wang Bao

Keywords:

Bond Strength, Concrete Block, Steel Mesh

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References

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