STEEL FIBER DISTRIBUTION AND ITS EFFECT ON THE TOUGHNESS OF STEEL FIBER CONCRETE BEAMS

Fan Shuhua; Qin shuang; Ding Yining

doi:10.13204/j.gyjz201302021

Volume 43 Issue 2

Dec. 2014

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Fan Shuhua, Qin shuang, Ding Yining. STEEL FIBER DISTRIBUTION AND ITS EFFECT ON THE TOUGHNESS OF STEEL FIBER CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 104-109. doi: 10.13204/j.gyjz201302021

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STEEL FIBER DISTRIBUTION AND ITS EFFECT ON THE TOUGHNESS OF STEEL FIBER CONCRETE BEAMS

doi: 10.13204/j.gyjz201302021

1.
1. Dalian University of Technology,Dalian 116024,China;
2.
2. Yantai Architectural Design and Research Co. Ltd,Yantai 264003,China;
3.
3. China IPPR International Engineering Corporation,Beijing 100089,China

Received Date: 2012-01-10
Publish Date: 2013-02-20

Abstract

Abstract

Based on the investigation on the flexural toughness according to DBV,it was analysed the steel fiber distribution in the cross-section of testing beams.The results indicated that steel fiber distribution in the failure section could have a high scatter for different beams with the same fiber content;the relationship between the fiber content and fiber number per unit cross-sectional area was established by the linear regression of the statistical data,which could predict the fiber number at the damaged section in case of different fiber content.The test results showed that the toughness of the beam could be significantly affected by the fiber distribution in the cross section.
- flexural toughness,
- fiber distribution,
- fiber number,
- fiber distance

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References(7)

References

丁一宁,刘思国.钢纤维自密实混凝土弯曲韧性和剪切韧性试验研究[J].建筑材料学报,2010,43(11):55-63.

[2] Gettu R, Gardner D R, Saldivar H. Study of the Distribution andOrientation of Fibers in SFRC Specimens[J]. Materials andStructures 2005,38(5):31-37.

[3] David Dupont, Lucie Vandewalle. Distribution of Steel Fibres inRectangular Sections[J]. Cement and Concrete Composites,2005,27(3):391-398.

[4] Parviz soroushian, Cha-Don lee. Distribution and Orientation ofFibers in Steel Fiber Reinforced Concrete[J]. ACI MaterialsJournal,1990,87(5):433-439.

[5] 丁一宁,董香军,王岳华.混杂纤维自密实混凝土的强度和抗弯韧性[J].建筑材料学报,2005,8(3):295-297.

[6] Van Gysel A. Studie Van Het Uittrekgedrag Van StaalvezelsIngebed in Een Cementgebonden Matrix Met Toepassing OpStaalvezelbeton Onderworpen aan Buiging[D]. Belgium: DoctoralThesis at University of Ghent,2000.

[7] 小林一辅.纤维补强混凝土[M].北京:中国铁道出版社,1985:40-45.

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