The Constitutive Relationship of High Strength Concrete under Uniaxial Compression

Jin Cai Zhu; Chang Wang Yan; Shu Guang Liu

doi:10.4028/www.scientific.net/AMR.838-841.3

Paper Titles

Preface and Conference Organization

The Constitutive Relationship of High Strength Concrete under Uniaxial Compression
p.3

Experimental Study on Mechanical Properties of RAP Fiber Cement Stabilized Macadam
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The Effect of External Conditions on Ignition Temperature of Thermoplastic Polyurethane Elastomers
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Combination of High Pressure and Thermal Hydrolysis Pretreatment Effect on Sludge
p.18

Finite Element Analysis of Dynamic Responses of Plain Concrete Pavements Under Strong Impact Loading
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Study on Techniques for Rapidly Testing the Composition of Concrete Mixture
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Influence of Different Curing Conditions on Shrinkage of Concrete
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Influence of Metakaolin on Strength and Microstructure of Steam-Cured High-Strength Concrete
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841The Constitutive Relationship of High Strength...

The Constitutive Relationship of High Strength Concrete under Uniaxial Compression

Abstract:

Study of Constitutive relations of concrete based on Chinese and foreign scholars. This paper put forward constitutive equation that more close to the stress-strain data of high strength concrete under uniaxial compression, and make a comparison between the theoretical results and experimental data, and promising results were obtained. It can be used as a basis for researching of high strength and high performance concrete of other mechanical properties.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

3-6

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.3

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Online since:

November 2013

Authors:

Jin Cai Zhu*, Chang Wang Yan, Shu Guang Liu

Keywords:

Compressive Strength, Constitutive Relations, High-Strength Concrete (HSC), Stress-Strain Curve

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* - Corresponding Author

References

[1] Yang J, Fang Z. Research on stress- strain relation of ultra high performance concrete, Journal of Concrete. 2008, (7), 11- 15[in Chinese].

Google Scholar

[2] GB 50011-2010, Code for seismic design of buildings, [S] Beijing: China building industry press. 2010 [in Chinese].

Google Scholar

[3] Jiang JJ, Lu XZ, Ye LP. Finite element analysis of concrete of structures, [M] Beijing: Tsinghua University press. 2005 [in Chinese].

Google Scholar

[4] Leng FG, Ding W, Wei QD. Experimental research on C60-C100 high strength and performance concrete, Journal of Building Structures. 2011, 41(11), 155-158[in Chinese].

Google Scholar

[5] Guo ZH. Reinforced concrete theory and analysis, [M] Beijing: Tsinghua University press, 1998[in Chinese].

Google Scholar

[6] Zhao-Hui Lu and Yan-Gang Zhao. Model for Unconfined High-Strength Concrete under Uniaxial compression, J. Mater. Eng., 2010, 22, 1181-1186.

DOI: 10.1061/(asce)mt.1943-5533.0000095

Google Scholar

[7] Wee, T. H, Chin, M.S., and Mansur, M. A. Stress-strain relationship of high-strength concrete in compression, J. Mater. Civ. Eng., 1996, 8(2), 70-76.

DOI: 10.1061/(asce)0899-1561(1996)8:2(70)

Google Scholar