FATIGUE LIMIT MEASURING METHOD OF STEEL BAR IN CONCRETE BASED ON RESIDUAL STRENGTH

Peng Xiuning; Wei Shuying; Zhang Xide

doi:10.13204/j.gyjz200507013

Volume 35 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(7): 43-45

ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025

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Peng Xiuning, Wei Shuying, Zhang Xide. FATIGUE LIMIT MEASURING METHOD OF STEEL BAR IN CONCRETE BASED ON RESIDUAL STRENGTH[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 43-45. doi: 10.13204/j.gyjz200507013

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FATIGUE LIMIT MEASURING METHOD OF STEEL BAR IN CONCRETE BASED ON RESIDUAL STRENGTH

doi: 10.13204/j.gyjz200507013

1.
College of Civil and Architectural Engineering,Guangxi University Nanning 530004

Received Date: 2004-12-15
Publish Date: 2005-07-20

Abstract

Abstract

This paper introduces a fatigue limit measuring method of steel bar in concrete based on residual strength, experimental results show that the method can cut down experimental time, reduce discreteness of data, and the precision of data is thus improved.
- residual strength,
- steel bar,
- fatigue limit

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References(9)

References

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Lenschow R. Fatigue of Concrete Structure. Fatigue of Steel and Concrete Structures. IABSE REPORTS,1982(37):15～24

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