Categorization of formulas for calculation of crack width and spacing in reinforced concrete elements

Anton van der Esch (Corresponding author), Rob J.M. Wolfs, Sonja Fennis, Marco Roosen, Simon N.M. Wijte

Research output: Contribution to journalArticleAcademicpeer-review

5 Citations (Scopus)
161 Downloads (Pure)

Abstract

Over the last century, over one hundred crack width formulas have been developed to calculate the width and spacing of cracks in reinforced and prestressed concrete elements. It is unclear which formulas are the most accurate. An extensive comparison study is required to determine which formulas accurately describe the crack patterns, consisting of the crack width and spacing. To make such a study possible, this paper proposes categorizing formulas. The categorization of the formulas is based on their applicability, crack pattern representation, and background. The categorization presents an overview of the different assumptions and application areas for describing crack patterns.
Original languageEnglish
Pages (from-to)32-48
Number of pages17
JournalStructural Concrete
Volume25
Issue number1
Early online date12 Oct 2023
DOIs
Publication statusPublished - Feb 2024

Funding

The authors thank Rijkswaterstaat Grote Projecten en Onderhoud (GPO) for their financial support and valuable feedback in writing this paper. The help of Jenny Govers in digitizing literature is appreciated.

Keywords

  • categorization
  • crack spacing
  • crack width
  • prestressed concrete
  • reinforced concrete

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