Experiment Research on Compressive Strength of Specified Density Steel Fiber Concrete

Article Preview

Abstract:

Based on the experimental research, the prism compressive strength and cubic compressive strength of specified density steel fiber concrete are studied. Through regression analysis, the influence of type of steel fiber, volume content of the fiber and substitution ratio of lightweight aggregate is studied. According to the test results, the formula of prism compressive strength and cubic compressive strength is given.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 374-377)

Pages:

1606-1609

Citation:

Online since:

October 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] The Ministry of Construction of China, Code for design of concrete structures(GB/T50081–2002)", China Architecture and Building Press(2002).

Google Scholar

[2] Danying Gao, Jianxiu Liu.: Theory of steel fiber reinforced concrete", Science and Technology Press(1994).

Google Scholar

[3] Zhiying Ma. : An experimental study on the properties of steel fiber reinforced concrete at early ages", Beijing University of Technology( 2003).

Google Scholar

[4] Eryan Chen.: "Experimental study on flexural behavior of combined aggregate concrete beams' cross-section", North China University of Technology ( 2008).

Google Scholar

[5] Jie Yuan, Baoshen Zhang.: "Study on mechanical property of combined aggregate concrete", Concrete, No,11(42~45)(2004).

Google Scholar

[6] Aijun Zhang "Experimental study on mechanical properties of steel fiber reinforced lightweight aggregate concrete ", Inner Mongolia Agricultural University (2008).

Google Scholar

[7] The Ministry of Construction of China, "The Standard for Test Method of Mechanical properties on ordinary concrete(GB/T50081–2002)", China Architecture and Building Press(2002).

Google Scholar