Sensitivity analysis of restrained shrinkage stresses of concrete deck overlays. (1st May 2020)

• Record Type: Journal Article
• Authors: Orta, L.; Bartlett, F.M.
• Is Part Of: Engineering structures. Volume 210(2020)
• Publication Date: 2020-05-01
• Subjects: Shrinkage -- Parametric analysis -- Mechanical strains -- Sensitivity analysis -- Bridge deck overlays; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2020.110396
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Cracking of concrete overlays for bridge decks due to restrained shrinkage. Two types of substrates: Concrete slabs and composite systems with W-shape girders. Sensitivity analysis to identify significant variables that affect overlay stresses. Abstract: Concrete overlays are widely used to rehabilitate bridge decks. This investigation presents parametric and sensitivity analyses of the mechanical strains due to restraint of shrinkage of the overlay that may cause it to crack. The parametric analysis identifies the significant variables and the sensitivity analysis quantifies the correlations between these variables and the magnitude of mechanical strains. The strain analysis accounts for drying shrinkage using Fick's law, and for tensile creep strains. Total strains are computed by superposition, assuming a linear-elastic concrete behavior, using a time-history approach developed in a previous investigation. Concrete overlays on concrete slabs and composite systems are considered. Compressive strength of the overlay concrete, curing period, overlay thickness and environmental humidity contribute the most to the variability of the analytically predicted mechanical strains.