EXPERIMENTAL STUDY ON THE SIZE EFFECT OF CONCRETE UNIAXIAL COMPRESSIVE BEHAVIOR

Su Jie; Fang Zhi; Yang Zuan

doi:10.13204/j.gyjz201206026

Volume 42 Issue 6

Dec. 2014

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Su Jie, Fang Zhi, Yang Zuan. EXPERIMENTAL STUDY ON THE SIZE EFFECT OF CONCRETE UNIAXIAL COMPRESSIVE BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 122-126. doi: 10.13204/j.gyjz201206026

Citation:

Su Jie, Fang Zhi, Yang Zuan. EXPERIMENTAL STUDY ON THE SIZE EFFECT OF CONCRETE UNIAXIAL COMPRESSIVE BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 122-126. doi: 10.13204/j.gyjz201206026

Su Jie, Fang Zhi, Yang Zuan. EXPERIMENTAL STUDY ON THE SIZE EFFECT OF CONCRETE UNIAXIAL COMPRESSIVE BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 122-126. doi: 10.13204/j.gyjz201206026

Citation:

Su Jie, Fang Zhi, Yang Zuan. EXPERIMENTAL STUDY ON THE SIZE EFFECT OF CONCRETE UNIAXIAL COMPRESSIVE BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 122-126. doi: 10.13204/j.gyjz201206026

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EXPERIMENTAL STUDY ON THE SIZE EFFECT OF CONCRETE UNIAXIAL COMPRESSIVE BEHAVIOR

doi: 10.13204/j.gyjz201206026

1.
1. College of Civil Engineering,Hunan University,Changsha 410082,China;
2.
2. Guangdong Highway Design Institute Co.Ltd,Guangzhou 510140,China

Received Date: 2011-08-30
Publish Date: 2012-06-20

Abstract

Abstract

The complete stress-strain curves of concrete prism specimens were obtained by the rigid supporttechnique. The compressive behaviors of concrete prisms with different strength levels and specimen sizes wereanalyzed. Based on the test results, the size effect of several mechanical parameters including concrete prismaticcompressive strength, peak strain, ultimate strain and elastic modulus was investigated. Also the size conversionfactor of these mechanical parameters was proposed.
- concrete,
- uniaxial compressive behavior,
- size effect

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References(14)

References

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