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Influence of variable temperature curing on mechanical properties of fly ash concrete

  • Yading Zhao*
  • , Xueying Li
  • , Lingchao Kong
  • , Wei Du
  • *Corresponding author for this work
  • School of Civil Engineering, Harbin Institute of Technology

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Under variable temperature curing conditions(30 °C ∼70 °C), concrete with fly ash whose compressive strength, flexural strength, and dynamic elastic modulus are better than ones without fly ash.Compared with constant temperature 20°C, 50 °C and 70 °C, 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.

Original languageEnglish
Title of host publicationAdvanced Building Materials
Pages178-181
Number of pages4
DOIs
StatePublished - 2011
Externally publishedYes
Event1st International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2011 - Haikou, China
Duration: 18 Jun 201120 Jun 2011

Publication series

NameAdvanced Materials Research
Volume250-253
ISSN (Print)1022-6680

Conference

Conference1st International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2011
Country/TerritoryChina
CityHaikou
Period18/06/1120/06/11

Keywords

  • Dynamic elastic modulus
  • Fly ash concrete
  • Strength
  • Variable temperature curing

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