Study on Structural Plywood Production Technology from Eucalyptus/poplar
p.1547
p.1547
Discussion on the Sustainability of Stainless Steel Applied in Architecture
p.1553
p.1553
Investigation on Oxidation Resistance of the Flint Clay-Andalusite-Silicon Carbide Composite
p.1557
p.1557
Nonlinear Analysis of Eccentric Compression of GFRP Tube Filled with SRHC Columns
p.1562
p.1562
J Integral of Steel Fiber Reinforced High Strength Concrete
p.1568
p.1568
Formation and Specialties of Steel / RC Composite Open-Web Floor Structures
p.1572
p.1572
Research on Antiseptic and Corrosion-Inhibiting Admixture for Concrete
p.1577
p.1577
Experimental Study for Cement Microscopic Property by Backscatter Scanning Technique
p.1581
p.1581
Study on Waterproof and Water-Resistant Properties of Gypsum
p.1585
p.1585
J Integral of Steel Fiber Reinforced High Strength Concrete
Abstract:
Through the three-point bending test on the specimens of steel fiber reinforced high strength concrete (SFHSC), the effects of influencing factors including water-cement ratio (W/C) and the fiber volume fraction (ρf) upon the critical value(JC) of J integral were studied. The results show that the variation tendencies of JC are different under different factors. JC meets the linear statistical relation with W/C, ρf, respectively.
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Periodical:
Advanced Materials Research (Volumes 476-478)
Pages:
1568-1571
Citation:
Online since:
February 2012
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© 2012 Trans Tech Publications Ltd. All Rights Reserved
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