Experimental and Theoretical Study of Air-Entraining Concrete under Biaxial Compression after Freezing-Thawing Cycle

Jia Wei Yao; Yu Pu Song; Ling Xia Gao

doi:10.4028/www.scientific.net/AMR.243-249.214

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Dynamic Buckling Equations and the Maximum Lower Limit Formula of an Elastic Column under Axial Loading
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Experimental and Theoretical Study of...

Experimental and Theoretical Study of Air-Entraining Concrete under Biaxial Compression after Freezing-Thawing Cycle

Abstract:

Mechanical properties experiments of air-entraining concrete after suffered to 0, 100, 200, 300 and 400 freezing-thawing cycles were performed. The experiment method, contents and result of strength and deformation of air-entraining after freezing-thawing cycle under biaxial compression were also introduced. The relationship between the strain corresponding to peak stress and cycle of freezing-thawing as well as the relationship between compressive strength and cycle of freezing-thawing were analyzed. The failure criterion of air-entraining concrete under biaxial compression was established.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

214-217

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.214

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Online since:

May 2011

Authors:

Jia Wei Yao, Yu Pu Song, Ling Xia Gao

Keywords:

Air-Entraining Concrete, Biaxial Compression, Experimental Study, Failure Criterion, Freezing-Thawing Cycle

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