THEORETICAL ANALYSIS ON BOND-SLIP CONSTITUTIVE RELATION OF PUSHING AND PULL MEMBER ON STEEL AND CONCRETE INTERFACE IN SRC STRUCTURES

Liu Junling; Liang Bin; Hu Jun

doi:10.13204/j.gyjz200805022

Volume 38 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(5): 93-95,108

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Liu Junling, Liang Bin, Hu Jun. THEORETICAL ANALYSIS ON BOND-SLIP CONSTITUTIVE RELATION OF PUSHING AND PULL MEMBER ON STEEL AND CONCRETE INTERFACE IN SRC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 93-95,108. doi: 10.13204/j.gyjz200805022

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THEORETICAL ANALYSIS ON BOND-SLIP CONSTITUTIVE RELATION OF PUSHING AND PULL MEMBER ON STEEL AND CONCRETE INTERFACE IN SRC STRUCTURES

doi: 10.13204/j.gyjz200805022

1.
1. College of Architecture and Engineering,Henan University of Science and Technology,Luoyang 471003;
2.
2. International Engineering Co.,Ltd,No.10 Institute of China Machinery Industry,Luoyang 471039

Received Date: 2007-12-20
Publish Date: 2008-05-20

Abstract

Abstract

Based on the former experimental research on bond-slip performance, the constitutive relation of bond-slip on steel and concrete interface in SRC structures has been established. Through analysis of the former experimental researches on bond-slip performance, constitutive relation in different anchor-hold place of push and pull member on steel and concrete interface in SRC structures has been set up according to the conditions of balance and boundary, which lays down an academic foundation for constitutive relation of other SRC members and provides a reference for analyzing the non-linear performance of SRC members using ANSYS.
- steel reinforced concrete structure (SRC),
- bond-slip,
- constitutive relation,
- pushing and pull member

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References(10)

References

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