Experimental Study on the Flexural Behavior of SRHSHPC Beam

Based on the flexural experiments of 10 SRHSHPC (steel reinforced high strength high performance concrete) simply supported beam specimens, the destructive process and modes were observed, analyzed its flexural failure modes and mechanisms, and investigated the influencing factor for the flexural be...

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Bibliographic Details
Published inApplied Mechanics and Materials Vol. 166-169; pp. 1502 - 1505
Main Authors Hou, Pi Ji, Zhu, Shuai Shuai, Zheng, Shan Suo, Che, Shun Li
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 01.05.2012
Subjects
SRHSHPC Beam
Flexural Behavior
Flexural Splitting Failure
Flange Width Ratio
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Summary:Based on the flexural experiments of 10 SRHSHPC (steel reinforced high strength high performance concrete) simply supported beam specimens, the destructive process and modes were observed, analyzed its flexural failure modes and mechanisms, and investigated the influencing factor for the flexural behavior of beam, such as concrete strength, steel ratio, flange width ratio (the ratio of steel flange width to beam width) and shear connections. Finally, a formula which was suited for the flexural capacity of cross section of SRHSHPC beam was established. Research result will provide a theoretical basis for the establishment of related calculation theory and engineering application of SRHSHPC beam.
Bibliography:Selected, peer reviewed papers from the 2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012), May 25-27, 2012, Yantai, China
ISBN:9783037854211
3037854219
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.166-169.1502