Experimental Study on the Axial Compressive Strength and Elastic Modulus of GHPFRCC

Xiu Ling Li; Wang Juan

doi:10.4028/www.scientific.net/AMM.357-360.1138

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 357-360Experimental Study on the Axial Compressive...

Experimental Study on the Axial Compressive Strength and Elastic Modulus of GHPFRCC

Abstract:

The sustainability of the construction material is increasingly coming to the forefront of the structure design and maintenance decisions. To address this, development of a new class of more sustainable construction material is needed, especially in China. This paper reports on the development of the green high-performance fiber-reinforced cementitious composites (GHPFRCC) with high volumes of fly ash and PVA fiber, and emphasizes the axial compressive strength and elastic modulus of GHPFRCC. Experimental results show that the prism axial compressive strength of GHPFRCC ranges from 15MPa to 40MPa. The elastic modulus of GHPFRCC is around 16-35GPa, typically lower than concrete.

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Periodical:

Applied Mechanics and Materials (Volumes 357-360)

Pages:

1138-1141

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.357-360.1138

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Online since:

August 2013

Authors:

Xiu Ling Li*, Wang Juan

Keywords:

Ability of Deformation, Axial Compressive Strength, Elastic Modulus, Energy Consumption (EC), Green High-Performance Fiber-Reinforced Cementitious Composites (GHPFRCC)

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* - Corresponding Author

References

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