Influence of Variable Temperature Curing on Mechanical Properties of Fly Ash Concrete

Ya Ding Zhao; Xue Ying Li; Ling Chao Kong; Wei Du

doi:10.4028/www.scientific.net/AMR.250-253.178

Paper Titles

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Finite Element Analysis on Mechanical Properties of Light-Weight Aggregate Concrete Composite Slab
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Accelerated Carbonation Curing of Foam Concrete with Lower Density
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Discussion on Application of Electrical Resistivity Method in Cemented Soil after Pollution
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Influence of Variable Temperature Curing on...

Influence of Variable Temperature Curing on Mechanical Properties of Fly Ash Concrete

Abstract:

Under variable temperature curing conditions(30 oC ~70 oC), concrete with fly ash whose compressive strength, flexural strength, and dynamic elastic modulus are better than ones without fly ash.Compared with constant temperature 20oC, 50 oC and 70 oC, variable temperature curing(VTC) is benefit for the improvement of mechanical properties of 30% fly ash concrete, but which is no advantage to improve performance of 50% fly ash concrete.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

178-181

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.178

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Online since:

May 2011

Authors:

Ya Ding Zhao, Xue Ying Li, Ling Chao Kong, Wei Du

Keywords:

Dynamic Elastic Modulus, Fly-Ash Concrete, Strength, Variable Temperature Curing

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