EFFECTS ON REINFORCED CONCRETE SECTION ANALYSIS WITH CONSTITUTIVE RELATIONS FROM CHINA CODE AND CEB MODEL CODE

Diao Xuedong; Diao Bo; Ye Yinghua; Liu Liqu; Guo Chong

doi:10.13204/j.gyjz200405022

Volume 34 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(5): 70-72

Diao Xuedong, Diao Bo, Ye Yinghua, Liu Liqu, Guo Chong. EFFECTS ON REINFORCED CONCRETE SECTION ANALYSIS WITH CONSTITUTIVE RELATIONS FROM CHINA CODE AND CEB MODEL CODE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 70-72. doi: 10.13204/j.gyjz200405022

Citation:

Diao Xuedong, Diao Bo, Ye Yinghua, Liu Liqu, Guo Chong. EFFECTS ON REINFORCED CONCRETE SECTION ANALYSIS WITH CONSTITUTIVE RELATIONS FROM CHINA CODE AND CEB MODEL CODE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 70-72. doi: 10.13204/j.gyjz200405022

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EFFECTS ON REINFORCED CONCRETE SECTION ANALYSIS WITH CONSTITUTIVE RELATIONS FROM CHINA CODE AND CEB MODEL CODE

doi: 10.13204/j.gyjz200405022

1.
1. Yingkou People's Air Defence Office,Liaoning Province Yingkou 115001;
2.
2. Department of Civil Engineering,Beijing University of Aeronautics and Astronautics Beijing 100083

Received Date: 2003-06-24
Publish Date: 2004-05-20

Abstract

Abstract

Reinforced concrete arbitrary cross-sections are analyzed with concrete constitutive relations of China code and CEB model code.The cross-sections are analyzed under the action of biaxial bending and compression.The differences of ultimade bearing capacities analyzed with two constitutive relations are small.The ascendant segments of moment-curvature diagram are nearly overlapped.There are some differences in the descendant segments of the diagrams.The analyzed ultimate bearing capacity are corresponding well with experiment data.
- reinforced concrete arbitrary section,
- China code and CEB model code,
- biax ial bending and compression

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References(14)

References

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