Experimental Study on the Shear Strength of Dune Sand Concrete Beams

An experimental study was performed to investigate the shear strength of concrete beams made with dune sand (DS) from the Gurbantunggut Desert in the Chinese province of Xinjiang. The test consisted of 3 series of beams which explored the shear properties of dune sand concrete (DSC) beams. The failu...

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Main Authors: Zhiqiang Li, Rui Ma, Gang Li
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8062691
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author Zhiqiang Li
Rui Ma
Gang Li
author_facet Zhiqiang Li
Rui Ma
Gang Li
author_sort Zhiqiang Li
collection DOAJ
description An experimental study was performed to investigate the shear strength of concrete beams made with dune sand (DS) from the Gurbantunggut Desert in the Chinese province of Xinjiang. The test consisted of 3 series of beams which explored the shear properties of dune sand concrete (DSC) beams. The failure mode, crack pattern, load deflection, and stirrup strain were investigated. Meanwhile, the effect of shear span-to-depth ratio (a/d), stirrup ratio, and dune sand replacement ratio on the shear strength of DSC beams was discussed. The results showed that the dune sand replacement ratio had insignificant influence on the failure mode of beams, so it was feasible to use DS to fabricate beams in regions of Xinjiang in China. Furthermore, the measured shear strengths of the DSC beams were compared with the calculated values of current design codes, and the results indicated that the shear strength of DSC beams was not precisely predicted by current design codes. Therefore, a modified formula was proposed to calculate the shear strength of DSC beams.
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publishDate 2020-01-01
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series Advances in Civil Engineering
spelling doaj-art-d2b32ccd222f4c62b308c7dc2c95f6672025-08-20T02:19:44ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/80626918062691Experimental Study on the Shear Strength of Dune Sand Concrete BeamsZhiqiang Li0Rui Ma1Gang Li2College of Water and Architectural Engineering, Shihezi University, Shihezi 832003, ChinaCollege of Water and Architectural Engineering, Shihezi University, Shihezi 832003, ChinaCollege of Water and Architectural Engineering, Shihezi University, Shihezi 832003, ChinaAn experimental study was performed to investigate the shear strength of concrete beams made with dune sand (DS) from the Gurbantunggut Desert in the Chinese province of Xinjiang. The test consisted of 3 series of beams which explored the shear properties of dune sand concrete (DSC) beams. The failure mode, crack pattern, load deflection, and stirrup strain were investigated. Meanwhile, the effect of shear span-to-depth ratio (a/d), stirrup ratio, and dune sand replacement ratio on the shear strength of DSC beams was discussed. The results showed that the dune sand replacement ratio had insignificant influence on the failure mode of beams, so it was feasible to use DS to fabricate beams in regions of Xinjiang in China. Furthermore, the measured shear strengths of the DSC beams were compared with the calculated values of current design codes, and the results indicated that the shear strength of DSC beams was not precisely predicted by current design codes. Therefore, a modified formula was proposed to calculate the shear strength of DSC beams.http://dx.doi.org/10.1155/2020/8062691
spellingShingle Zhiqiang Li
Rui Ma
Gang Li
Experimental Study on the Shear Strength of Dune Sand Concrete Beams
Advances in Civil Engineering
title Experimental Study on the Shear Strength of Dune Sand Concrete Beams
title_full Experimental Study on the Shear Strength of Dune Sand Concrete Beams
title_fullStr Experimental Study on the Shear Strength of Dune Sand Concrete Beams
title_full_unstemmed Experimental Study on the Shear Strength of Dune Sand Concrete Beams
title_short Experimental Study on the Shear Strength of Dune Sand Concrete Beams
title_sort experimental study on the shear strength of dune sand concrete beams
url http://dx.doi.org/10.1155/2020/8062691
work_keys_str_mv AT zhiqiangli experimentalstudyontheshearstrengthofdunesandconcretebeams
AT ruima experimentalstudyontheshearstrengthofdunesandconcretebeams
AT gangli experimentalstudyontheshearstrengthofdunesandconcretebeams