Factorial Design Approach of Ultra-High Performance Concrete

Wu Jian Long; Wei Lun Wang; Qi Ling Luo; Bi Qin Dong

doi:10.4028/www.scientific.net/AMM.405-408.2847

Paper Titles

Research on the Grading Effect of Polycarboxylate Superplasticizer
p.2828

Adsorption Behavior of Polycarboxylate Superplasticizer on Cement Particles
p.2834

Development of Self-Cleaning Luminous PVC Flexible Composite Building Materials
p.2839

Influence of Different Curing Days on Mechanical Properties of Concrete with Admixtures of Fly Ash, Blast Furnace Slag and Silica Fume
p.2843

Factorial Design Approach of Ultra-High Performance Concrete
p.2847

Properties of Sand Grout with Iron Ore Tailings as Fine Aggregate
p.2851

Research on Esterification Technology of Polycarboxylate Superplasticizer and its Cement Paste Fluidities
p.2857

Exploration into Anticorrosive Property of Antirust Compound-Admixture
p.2861

Mechanical Property Study of Brine Corroded High Performance Concrete (HPC)
p.2865

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Factorial Design Approach of Ultra-High...

Factorial Design Approach of Ultra-High Performance Concrete

Abstract:

In order to understand the influence of mixture parameters on ultra-high strength self-consolidating concrete (UHS-SCC) behaviour, an experimental design was carried out in this investigation. In total, 19 SCC mixtures were prepared to determine several key responses that affect the slump flow and compressive strength of UHS-SCC. The statistical models derived from the factorial design approach can be used to quantify the effect of mixture parameters and their coupled effects on fresh and mechanical properties of SCC.

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

2847-2850

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.2847

Citation:

Cite this paper

Online since:

September 2013

Authors:

Wu Jian Long, Wei Lun Wang, Qi Ling Luo, Bi Qin Dong

Keywords:

Compressive Strength, Factorial Design, Self-Consolidating Concrete, Statistical Model, Ultra-High Strength Concrete

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Long, W. J, Khayat, K. H, Hwang, S.D., 2012. Mechanical properties of prestressed self-consolidating concrete, Materials and Structures, DOI: 10. 1617/s11527-012-9989-9, Online first.

Google Scholar

[2] Long, W. J, Khayat, K. H, 2011. Creep of prestressed self-consolidating concrete, ACI Materials Journal, Vol. 108 (5), pp.476-484.

Google Scholar

[3] Pu, X. C., 2004. Super high-strength high-performance concrete, Chongqing University Press, 178 p. (In Chinese).

Google Scholar

[4] Morin, V., Cohen, T. F., Feylessoufi, V., et a1, 2001. Superplasticizer Effects on Setting and Structuration Mechanisms of Ultra-High-Performance Concrete, Cement and Concrete Research, Vol. 31(1), pp.63-71.

DOI: 10.1016/s0008-8846(00)00428-2

Google Scholar

[5] Aitcin, P. C., 1998. High-Performance Concrete, Taylor & Francis Group, 624 p.

Google Scholar

[6] Larrad, F. D., Sedran, T., 1994, Optimization of Ultra-high-Performance Concrete by the use of Packing Model, Cement and Concrete Research, Vol. 24(6), pp.997-1009.

DOI: 10.1016/0008-8846(94)90022-1

Google Scholar