Fully Graded Concrete Creep Models and Parameters

Ya Jun Wang; Chang Yu Wu; Xiao Qing Gan; Zhi Hong Dong

doi:10.4028/www.scientific.net/AMM.275-277.2069

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 275-277Fully Graded Concrete Creep Models and Parameters

Fully Graded Concrete Creep Models and Parameters

Abstract:

In this paper, the key parameters and functions for quantification of temperature creep stress were offered. These key parameters established the creep-heat-change fluctuation on fully graded concrete. The information is helpful for simulation of super arch dam concrete pouring process.

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Periodical:

Applied Mechanics and Materials (Volumes 275-277)

Pages:

2069-2072

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.275-277.2069

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Online since:

January 2013

Authors:

Ya Jun Wang, Chang Yu Wu, Xiao Qing Gan, Zhi Hong Dong

Keywords:

Concrete Adiabatic Temperature Rise, Fully Graded Concrete, Temperature Creep Stress

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References

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