Cracking risks associated with early age shrinkage

Erika Holt (Corresponding Author), Markku Leivo

Research output: Contribution to journalArticleScientificpeer-review

128 Citations (Scopus)

Abstract

When assessing the cracking potential of concrete it is critical to refer to the total shrinkage: both early age and long-term deformation, in both drying and autogenous conditions. A Finnish test arrangement has been used to measure linear and volumetric deformations of concrete immediately after mixing. The slabs are tested in either drying or autogenous conditions. Long-term shrinkage can be measured on the same slabs to give an accurate representation of the total free shrinkage. From these measurements it is possible to assess the likelihood of cracking due to early age shrinkage. Results have shown that both drying and autogenous shrinkage can be significant in certain early age scenarios. Environmental factors greatly affect drying shrinkage, while material properties affect autogenous shrinkage. This paper provides insight regarding how to interpret early age deformations, how environmental and material factors play a role, and how to minimize shrinkage and thus cracking potential in the early ages.
Original languageEnglish
Pages (from-to)521 - 530
Number of pages10
JournalCement and Concrete Composites
Volume26
Issue number5
DOIs
Publication statusPublished - 2004
MoE publication typeA1 Journal article-refereed

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Drying
Concretes
Materials properties

Keywords

  • concrete
  • shrinkage
  • self-desiccation

Cite this

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Cracking risks associated with early age shrinkage. / Holt, Erika (Corresponding Author); Leivo, Markku.

In: Cement and Concrete Composites, Vol. 26, No. 5, 2004, p. 521 - 530.

Research output: Contribution to journalArticleScientificpeer-review

TY - JOUR

T1 - Cracking risks associated with early age shrinkage

AU - Holt, Erika

AU - Leivo, Markku

PY - 2004

Y1 - 2004

N2 - When assessing the cracking potential of concrete it is critical to refer to the total shrinkage: both early age and long-term deformation, in both drying and autogenous conditions. A Finnish test arrangement has been used to measure linear and volumetric deformations of concrete immediately after mixing. The slabs are tested in either drying or autogenous conditions. Long-term shrinkage can be measured on the same slabs to give an accurate representation of the total free shrinkage. From these measurements it is possible to assess the likelihood of cracking due to early age shrinkage. Results have shown that both drying and autogenous shrinkage can be significant in certain early age scenarios. Environmental factors greatly affect drying shrinkage, while material properties affect autogenous shrinkage. This paper provides insight regarding how to interpret early age deformations, how environmental and material factors play a role, and how to minimize shrinkage and thus cracking potential in the early ages.

AB - When assessing the cracking potential of concrete it is critical to refer to the total shrinkage: both early age and long-term deformation, in both drying and autogenous conditions. A Finnish test arrangement has been used to measure linear and volumetric deformations of concrete immediately after mixing. The slabs are tested in either drying or autogenous conditions. Long-term shrinkage can be measured on the same slabs to give an accurate representation of the total free shrinkage. From these measurements it is possible to assess the likelihood of cracking due to early age shrinkage. Results have shown that both drying and autogenous shrinkage can be significant in certain early age scenarios. Environmental factors greatly affect drying shrinkage, while material properties affect autogenous shrinkage. This paper provides insight regarding how to interpret early age deformations, how environmental and material factors play a role, and how to minimize shrinkage and thus cracking potential in the early ages.

KW - concrete

KW - shrinkage

KW - self-desiccation

U2 - 10.1016/S0958-9465(03)00068-4

DO - 10.1016/S0958-9465(03)00068-4

M3 - Article

VL - 26

SP - 521

EP - 530

JO - Cement and Concrete Composites

JF - Cement and Concrete Composites

SN - 0958-9465

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