APPLICABILITY ANALYSIS OF BOND-SLIP CONSTITUTIVE RELATIONSHIP IN THE NEW CODE FOR DESIGN OF CONCRETE STRUCTURES

Xu Gang; Wang Yimin; Wang Qing; Su Yibiao

doi:10.13204/j.gyjz201305024

Volume 43 Issue 5

Dec. 2014

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Xu Gang, Wang Yimin, Wang Qing, Su Yibiao. APPLICABILITY ANALYSIS OF BOND-SLIP CONSTITUTIVE RELATIONSHIP IN THE NEW CODE FOR DESIGN OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 115-117,156. doi: 10.13204/j.gyjz201305024

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Xu Gang, Wang Yimin, Wang Qing, Su Yibiao. APPLICABILITY ANALYSIS OF BOND-SLIP CONSTITUTIVE RELATIONSHIP IN THE NEW CODE FOR DESIGN OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 115-117,156. doi: 10.13204/j.gyjz201305024

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APPLICABILITY ANALYSIS OF BOND-SLIP CONSTITUTIVE RELATIONSHIP IN THE NEW CODE FOR DESIGN OF CONCRETE STRUCTURES

doi: 10.13204/j.gyjz201305024

1.
College of Civil Engineering &Architecture,China Three Gorges University,Yichang 443002,China

Received Date: 2012-05-08
Publish Date: 2013-05-20

Abstract

Abstract

Newly issued Concrete Structural Design Code(GB 500102010) proposes a bond-slip constitutive relation between steel bars and concrete.In order to fully explore its applicability, two types of numerical models considering and not considering the bond-slip relationship were established by the software DIANA.Based on which, the cracking loads, the load-deflection curves, the crack distribution patterns of the beams were compared and analyzed between simulation and experimental results.It is shown that the analysis results with the bond-slip constitutive relation are better than that not considering the bond-slip relationship.The bond-slip constitutive relation proposed by the new code can better reflect the coordinated working performance between concrete and steel, and can help improve the accuracy of numerical analysis.
- reinforced concrete structure,
- bond-slip,
- simulation analysis,
- constitutive relation,
- DIANA

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References(9)

References

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