Analytical assessment of restraint forces and crack widths in end-restrained building slabs.

Dirk Schlicke*, Viet Tue Nguyen, José Gomes, Carlos Sousa, Miguel Azenha

*Corresponding author for this work

Research output: Contribution to journalArticle

Abstract

This paper deals with the analytical assessment of restraint forces and crack widths in end-restrained building slabs. The analysis concentrates on the service limit state (SLS) and the challenge is hereby the appropriate consideration of the combined effect of axial restraint due to imposed deformations and bending cracking due to loading. As for the imposed deformations, the paper regards the drying shrinkage of concrete under indoor conditions, although any other temperature deformation or combination of shrinkage and temperature could be included accordingly. A deformation-based approach is presented, in which imposed deformations are made compatible with the released deformations of the slab due to opening of loading-induced bending cracks. The solution aims an appropriate inclusion of the most relevant effects while still providing a practicable and verifiable solution for the complex problem of assessing the restraint forces as well as the crack widths in end-restrained building slabs. The result of this approach is an analytical quantification of restraint forces to be transferred in the restraining members. In addition, the presented approach enables the determination of crack widths in the restrained conditions. An important asset of the analytical nature of this approach is the explicit correlation between individual system parameters, especially concrete properties and surrounding conditions, member dimensions and provided reinforcement, loading in the SLS and restraining condition. The paper includes the presentation of the general idea of a deformation-based assessment of end-restrained building slabs; the demonstration of this approach with an example from the literature; and the comparison of the analytical design solution with experimental results on the combined effect of bending and axial restraint in slab-like specimens.

Original languageEnglish
Article number111218
JournalEngineering Structures
Issue number224
DOIs
Publication statusPublished - 1 Dec 2020

Keywords

  • Crack width, Analytical model
  • Reinforced concrete
  • Restrained shrinkage
  • Restraint forces

ASJC Scopus subject areas

  • Civil and Structural Engineering

Fields of Expertise

  • Sustainable Systems

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