A new cracking model for concrete ties reinforced with bars having different diameters and bond laws. (15th May 2021)

• Record Type: Journal Article
• Authors: Somma, Giuliana; Vit, Michele; Frappa, Giada; Pauletta, Margherita; Pitacco, Igino; Russo, Gaetano
• Is Part Of: Engineering structures. Volume 235(2021)
• Publication Date: 2021-05-15
• Subjects: Test data -- Concrete shrinkage -- Tensile creep -- Concrete ties -- Bond-slip -- Cracking behavior; 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.2021.112026
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A model to predict the cracking behavior of concrete ties, reinforced with ribbed and plain bars having different diameters, subjected to a statically applied axial force, is proposed. Different slip-bond relationships for ribbed and plain bars are considered. Model accuracy has been checked for predictions of the crack widths and spacings, considering 52 specimens. It has been obtained that shrinkage influences crack width, while concrete strength class has little influence on it. Abstract: This paper presents a model to predict the cracking behavior of concrete ties, reinforced with ribbed and plain bars having different diameters, subjected to a statically applied axial force. The model is based on linear elastic stress-strain (σ-ε) laws for both types of bars as well as for concrete and takes into account the effects of curing on concrete mechanical properties, as well as the effects of tensile creep and concrete restrained shrinkage strains. Different slip-bond relationships for ribbed and plain bars are considered. The non-linear differential equilibrium equations of the ties are solved numerically. Model accuracy has been checked for predictions of the crack widths and spacings, considering 52 experimental data. The proposed model is then applied to the concrete footing of the NPS®Cls, in order to show the cracking behavior of this element at the start-up.