Experimental Research on the Influence of Steel Reinforcement on the Crack Resistance of Ready-Mixed Concrete

Wei Jun Yang; Shuai Yuan; Yu Bo Peng

doi:10.4028/www.scientific.net/AMM.204-208.3677

Paper Titles

Influence of Shrinkage Compensation in Cement Matrix on the Tension Stiffening of Reinforced Strain-Hardening Cement Composite (SHCC) Tension Ties
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Mechanical Properties Test Research on Mass Concrete Mixed with Different Fly Ash Bulk Volume
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Application of Spent Bleaching Clay for Producing Environmental Brick
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Study on the Waterproofing Agent for the Mineral Wool Board
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Experimental Research on the Influence of Steel Reinforcement on the Crack Resistance of Ready-Mixed Concrete
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The Method Analysis of Using Finite Element Method to Determine the Bemding Moment Formula of Precast Reinforced Concrete Composite Thermal Insulation of External Wall
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Study on Influence of Composite Ultra-Fine Fly Ash on Crack Resistance of Pavement Concrete
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Modeling of Vapor Pressure Build-Up in Heated High-Performance Concrete
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Mechanics Performance Test Study on High Performance Concrete with High Content of Fly Ash
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Experimental Research on the Influence of Steel...

Experimental Research on the Influence of Steel Reinforcement on the Crack Resistance of Ready-Mixed Concrete

Abstract:

The objective of this work is to find the way of diameter and ratio of steel reinforcement impacting upon crack resistance of ready-mixed concrete. By analyzing the bonding theory of steel and ready-mixed concrete, as well as making an experimental study of plate cracking performance, it comes to the best reinforcement ratio. The conclusions are based on physical reasoning and available experimental dates, which can provide the user with references.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

3677-3681

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.3677

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Online since:

October 2012

Authors:

Wei Jun Yang, Shuai Yuan, Yu Bo Peng

Keywords:

Crack Resistance of Ready-Mixed Concrete, Cracking Area Method, Plate Testing Method, Reinforcement Mechanism of Ready-Mixed Concrete Cracking

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References

[1] Sufang Hang, Weishu Geng: Guidelines of reinforced concrete crack control. Chemical Industry Press (2004).

Google Scholar

[2] Chuanzhi Wang, Zhiming Teng: Theories of reinforced concrete structures. China Building Industry Press (1983).

Google Scholar

[3] Qisikelieli: Tensile strength of concrete and reinforced concrete. Electric Power Industry Press (1956).

Google Scholar

[4] Surendra P. Shah, Chengsheng Ouyang: A Method to Predict Shrinkage Cracking of Concrete [J]. Materials Journal, 95(4): 339-346, (1998).

Google Scholar

[5] Yong Yuan: Early Crack Control of Concrete Structure [M], Beijing Science and Technology Press (2004).

Google Scholar

[6] P.N. Balaguru, S.P. Shah: Plastic and early drying shrinkage, Fiber Reinforced Cement Composites Mc Graw-Hill(1992), Chapter 11.

Google Scholar

[7] Wenquan Fu, Sufang Han: Cracks of Concrete Engineering Analysis and Control [M], China Railway Publishing House (2002).

Google Scholar