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A new crack spacing model for reinforced concrete specimens with multiple bars subjected to axial tension using 3D nonlinear FEM simulations

  • Published:2021-10-21 Issue:6 Volume:22 Page:3241-3254
  • ISSN:1464-4177
  • Container-title:Structural Concrete
  • language:en
  • Short-container-title:Structural Concrete

Author:

Naotunna Chavin Nilanga1ORCID,Samarakoon S. M. Samindi M. K.1ORCID,Fosså Kjell Tore2

Affiliation:

1. Department of Mechanical and Structural Engineering and Material Science University of Stavanger Stavanger Norway

2. Concrete Technology Aker Solutions Stavanger Norway

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference75 articles.

1. Experimental investigation of cracking and deformations of concrete ties reinforced with multiple bars

2. GribniakV RimkusA.Vilnius Lithuania Patent No. State Patent Bureauof the Republic of Lithuania 2016.

3. Experimental and theoretical behavior of crack spacing of specimens subjected to axial tension and bending;Naotunna CN;Struct Concr,2020

4. Crack opening estimate in reinforced concrete walls using a steel–concrete bond model

5. A numerical investigation of the cracking behaviour of reinforced-concrete tie elements

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