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Bonded Concrete Overlays: A Brief Discussion on Restrained Shrinkage Deformations and Their Prediction Models

Auteur(s): (MSc, Ph.D. Student, Luleå University of Technology , Division of Building Materials and Structural Engineering ; 971 87 Luleå , Sweden)
(Associate Professor Head of the division; Luleå University of Technology , Division of Building Materials and Structural Engineering ; 971 87 Luleå , Sweden)
(Professor Luleå University of Technology , Division of Building Materials and Structural Engineering; Head of R&D department , BetongIndustri AB; 971 87 Luleå , Sweden , mats.emborg@Betongindustri.se)
(Ph.D., Senior Lecturer, Luleå University of Technology , Division Building Materials and Structural Engineering ; 971 87 Luleå , Sweden)
Médium: article de revue
Langue(s): anglais
Publié dans: Nordic Concrete Research, , n. 2, v. 61
Page(s): 107-129
DOI: 10.2478/ncr-2019-0019
Abstrait:

Bonded concrete overlays (BCO) on bridge decks are beneficial solutions due to their superior properties as compared to the typical asphalt pavement. A significant number of overlays suffer however, from occurrence of cracks and delamination due to poor bond, and restrained shrinkage and thermal dilation. Over the past years different appraisals for estimation of the restrained deformations have been developed, from micro-scale models, based on poromechanics, to empirical equations as given in B3 or B4 models suggested by Bažant. This paper provides a short overview of calculation models along with a brief theoretical explanation of shrinkage mechanism.

Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.2478/ncr-2019-0019.
  • Informations
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  • Reference-ID
    10705848
  • Publié(e) le:
    19.02.2023
  • Modifié(e) le:
    19.02.2023
 
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