Mesoscopic analysis of drying shrinkage damage in a cementitious material

P. Moonen; R.R. Pedersen; A. Simone; L.J. Sluys; J. Carmeliet

Mesoscopic analysis of drying shrinkage damage in a cementitious material

P. Moonen, R.R. Pedersen, A. Simone, L.J. Sluys, J. Carmeliet

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

Abstract

Concrete and cement-based materials exhibit shrinkage when exposed to drying. Structural
effects and inhomogeneity of material properties adverse free shrinkage, hereby inducing
stress concentrations and possibly damage. In this contribution, the magnitude of shrinkage-
induced damage during a typical sample preparation procedure is assessed. To this extent, a
coupled hygro-thermo-mechanical model, incorporating rate-effects, is developed. The
constitutive model is applied at a mesoscopic level where the aggregates and the interfacial
transition zone (ITZ) are explicitly modelled. Two drying temperatures are considered: 35 °C
and 50 °C. Significantly more micro-damage and higher internal stresses are found for the
latter, revealing the importance of drying shrinkage damage, even at laboratory scale.

Originalsprog	Engelsk
Titel	Concrete Modelling CONMOD'08 Proceedings of the International RILEM Symposium
Redaktører	Erik Schlangen, Geert De Schutter
Antal sider	8
Forlag	Rilem publications
Publikationsdato	2008
Sider	691-698
ISBN (Trykt)	978-2-35158-060-8
Status	Udgivet - 2008
Begivenhed	Concrete Modelling CONMOD-08 - Delft, Holland Varighed: 26 maj 2008 → 28 maj 2008 Konferencens nummer: PRO 58

Konference

Konference	Concrete Modelling CONMOD-08
Nummer	PRO 58
Land/Område	Holland
By	Delft
Periode	26/05/2008 → 28/05/2008

AUB Link

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Citationsformater

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title = "Mesoscopic analysis of drying shrinkage damage in a cementitious material",

abstract = "Concrete and cement-based materials exhibit shrinkage when exposed to drying. Structuraleffects and inhomogeneity of material properties adverse free shrinkage, hereby inducingstress concentrations and possibly damage. In this contribution, the magnitude of shrinkage-induced damage during a typical sample preparation procedure is assessed. To this extent, acoupled hygro-thermo-mechanical model, incorporating rate-effects, is developed. Theconstitutive model is applied at a mesoscopic level where the aggregates and the interfacialtransition zone (ITZ) are explicitly modelled. Two drying temperatures are considered: 35 °Cand 50 °C. Significantly more micro-damage and higher internal stresses are found for thelatter, revealing the importance of drying shrinkage damage, even at laboratory scale.",

author = "P. Moonen and R.R. Pedersen and A. Simone and L.J. Sluys and J. Carmeliet",

year = "2008",

language = "English",

isbn = "978-2-35158-060-8",

pages = "691--698",

editor = "Erik Schlangen and Schutter, {Geert De}",

booktitle = "Concrete Modelling CONMOD'08 Proceedings of the International RILEM Symposium",

publisher = "Rilem publications",

address = "United States",

note = "Concrete Modelling CONMOD-08 ; Conference date: 26-05-2008 Through 28-05-2008",

}

Mesoscopic analysis of drying shrinkage damage in a cementitious material. / Moonen, P.; Pedersen, R.R.; Simone, A. et al.
Concrete Modelling CONMOD'08 Proceedings of the International RILEM Symposium. red. / Erik Schlangen; Geert De Schutter. Rilem publications, 2008. s. 691-698.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

TY - GEN

T1 - Mesoscopic analysis of drying shrinkage damage in a cementitious material

AU - Moonen, P.

AU - Pedersen, R.R.

AU - Simone, A.

AU - Sluys, L.J.

AU - Carmeliet, J.

N1 - Conference code: PRO 58

PY - 2008

Y1 - 2008

N2 - Concrete and cement-based materials exhibit shrinkage when exposed to drying. Structuraleffects and inhomogeneity of material properties adverse free shrinkage, hereby inducingstress concentrations and possibly damage. In this contribution, the magnitude of shrinkage-induced damage during a typical sample preparation procedure is assessed. To this extent, acoupled hygro-thermo-mechanical model, incorporating rate-effects, is developed. Theconstitutive model is applied at a mesoscopic level where the aggregates and the interfacialtransition zone (ITZ) are explicitly modelled. Two drying temperatures are considered: 35 °Cand 50 °C. Significantly more micro-damage and higher internal stresses are found for thelatter, revealing the importance of drying shrinkage damage, even at laboratory scale.

AB - Concrete and cement-based materials exhibit shrinkage when exposed to drying. Structuraleffects and inhomogeneity of material properties adverse free shrinkage, hereby inducingstress concentrations and possibly damage. In this contribution, the magnitude of shrinkage-induced damage during a typical sample preparation procedure is assessed. To this extent, acoupled hygro-thermo-mechanical model, incorporating rate-effects, is developed. Theconstitutive model is applied at a mesoscopic level where the aggregates and the interfacialtransition zone (ITZ) are explicitly modelled. Two drying temperatures are considered: 35 °Cand 50 °C. Significantly more micro-damage and higher internal stresses are found for thelatter, revealing the importance of drying shrinkage damage, even at laboratory scale.

M3 - Article in proceeding

SN - 978-2-35158-060-8

SP - 691

EP - 698

BT - Concrete Modelling CONMOD'08 Proceedings of the International RILEM Symposium

A2 - Schlangen, Erik

A2 - Schutter, Geert De

PB - Rilem publications

T2 - Concrete Modelling CONMOD-08

Y2 - 26 May 2008 through 28 May 2008

ER -