Mechanical Properties of Reactive Powder Concrete Containing Fly Ash under Different Curing Regimes

De Hong Wang; Yan Zhong Ju; Wen Zhong Zheng

doi:10.4028/www.scientific.net/AMM.597.320

Paper Titles

Analysis of the Forms of Attachment Frame and Stress Characteristics
p.304

Damping Analysis of Laminated Plates Using Complex Stiffness Method
p.308

Influence of Axial Compression Ratio on Seismic Behavior of Reactive Powder Concrete (RPC) Beam-Column Joints
p.312

Influence of Curing Temperature on the Compressive Strength of High Performance Concrete
p.316

Mechanical Properties of Reactive Powder Concrete Containing Fly Ash under Different Curing Regimes
p.320

Static Stress Changes and Triggering Imposed by Wenchuan Earthquake on Lushan M7 Earthquake
p.324

Structural Behaviors of Non-Ductile Reinforced Concrete Frames with Engineered Cement Composite (ECC) Wing Wall Elements
p.328

The Influence of Base Pre-Tilting on the Dynamic Properties of Angle Towers
p.332

Stress Analysis and Structure Improvement on Arm of Ladle Turret
p.336

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 597Mechanical Properties of Reactive Powder Concrete...

Mechanical Properties of Reactive Powder Concrete Containing Fly Ash under Different Curing Regimes

Abstract:

Mechanical properties of reactive powder concrete (RPC) containing fly ash were investigated under different curing regimes (standard and steam curing) in this study. The experimental results indicate that, flexural strength of RPC increased considerably after steam curing, compared to the standard curing. Steam curing had no significant effect on compressive strength of RPC. Increasing the fly ash content improved the flexural strength of RPC under all curing regimes considerably. The compressive strength reached a maximum (103.8MPa) when the fly to ash and cement ratio is 0.3.

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Periodical:

Applied Mechanics and Materials (Volume 597)

Pages:

320-323

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.597.320

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Online since:

July 2014

Authors:

De Hong Wang*, Yan Zhong Ju, Wen Zhong Zheng

Keywords:

Curing Regimes, Fly Ash (FA), Mechanical Property, Reactive Powder Concrete

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References

[1] Richard P, Cheyrezy Marcel. Composition of reactive powder concrete. Cement and Concrete Research, 1995, 25(7): 1501-1511.

DOI: 10.1016/0008-8846(95)00144-2

Google Scholar

[2] Richard P, Cheyrezy MH. Reactive powder concretes with high ductility and 200–800 MPa compressive strength. ACI SP144-24 1994; 144: 507–518.

DOI: 10.14359/4536

Google Scholar

[3] JU Yanzhong, WANG Dehong, ZHANG Chao. Advance of research and application on Reactive Powder Concrete. Journal of Northeast Dianli University, 2011, 31(5/6): 9-15.

Google Scholar

[4] Halit Yazıcı, Huseyin Yiğiter, Anıl Ş. Karabulut, et al. Utilization of fly ash and ground granulated blast furnace slag as an alternative silica source in reactive powder concrete. Fuel, 2008, 87(12): 2401-2407.

DOI: 10.1016/j.fuel.2008.03.005

Google Scholar

[5] JU Yanzhong, WANG Dehong, SHAN Ming. On the mechanical properties and freezing-thawing resistance of reactive powder concrete. Journal of experimental mechanics, 2012, 27(2): 214-220.

Google Scholar

[6] GB/T 50081-2002. The standard for test method of mechanical properties on ordinary concrete.

Google Scholar

[7] LI Li. Mechanical behavior and design method for reactive powder concrete beams. Haerbin: Harbin Institute of Technology, (2010).

Google Scholar