Experimental Study on the Max Crack Width of Steel Fiber Reinforced High-Strength Concrete Beams

Qiao Yan Guan; Juan Wang; Ming En Zhang

doi:10.4028/www.scientific.net/AMM.851.798

Paper Titles

The Fatigue Properties of the M27 Higher Strength Bolt in the Grid Structure with Bolted Spherical Joints
p.775

Stress Analysis of Dongjiang Arch dam by Finite Element Method under Different Concrete Elastic Modulus and High-Low Temperature Seasons
p.780

Evolutionary Optimization of Frame Structures Taking into Account the Project Reliability and Possibility of Emergency Actions
p.785

Review of Thermal Performance: A Terrace House in Melaka, Malaysia
p.791

Experimental Study on the Max Crack Width of Steel Fiber Reinforced High-Strength Concrete Beams
p.798

Experimental Studies on GFRP Reinforced Concrete Mixed with Sea Sand and Sea Water
p.803

Field Model Simulation and Analysis for a Residential Building Fire
p.810

Simulation and Optimization of the Construction Sequence of the Lock Gate of the Lock Gate Based on Numerical Analysis
p.816

Study of Effective Thermal Conductivity of Glazed Hollow Bead Concrete
p.823

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 851Experimental Study on the Max Crack Width of Steel...

Experimental Study on the Max Crack Width of Steel Fiber Reinforced High-Strength Concrete Beams

Abstract:

The effect of volume fraction of steel fiber and the strength of reinforcement on the maximum crack width of steel fiber reinforced high-strength concrete beams was analyzed based on experimental results. In addition, the formula to calculate the maximum crack width of steel fiber-reinforced high-strength concrete beams was established.

You might also be interested in these eBooks

Advanced Materials, Structures and Mechanical Engineering II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 851)

Pages:

798-802

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.851.798

Citation:

Cite this paper

Online since:

August 2016

Authors:

Qiao Yan Guan*, Juan Wang, Ming En Zhang

Keywords:

Beam, Crack, High-Strength Concrete, Steel Fiber

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] China engineering construction standardization association standards. CECS 38: 2012 Technical specification for fiber reinforced concrete structures, BeiJing: China plans press, (2012).

Google Scholar

[2] GB50010-2010, Code for design of concrete structures, BeiJing: China Architecture & Building Press, (2010).

Google Scholar

[3] S. T. Liang, Y. S. Jiang, N. H. Jiang, Research for Calculation Method of Cracking Width of High-Strength Concrete Beams, J. Nanjing Archit. Civil Eng. Inst. 45(2) (1998) 10-15.

Google Scholar

[4] S. H. Jiang, Y. S. Jiang, Equipped with high strength reinforced high strength concrete beam crack and crack width calculation, Build. Struct. 4 (1998) 24-27.

Google Scholar

[5] D. Y. Gao, J. Zhao, H. T. Zhu, Design and application of steel fiber reinforced concrete, BeiJing: China Architecture & Building Press, 2002, 102-109.

Google Scholar

[6] S. Q. He, Reinforced concrete crack width calculation and control, East China Highway, 114(5) (1998) 14-16.

Google Scholar