Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 9, No. 31 (2015)

Numerical simulation of galvanized rebars pullout

Author and affiliation details
DOI
10.3221/IGF-ESIS.31.05
Pages
pages 54-66
Published
Published inVol. 9, No. 31 (2015)Go to the issue

Abstract

The usage of rebars in construction is the most common method for reinforcing plain concrete and thus bridging the tensile stresses along the concrete crack surfaces. Usually design codes for modelling the bond behaviour of rebars and concrete suggest a local bond stress – slip relationship that comprises distinct reinforcement mechanisms, such as adhesion, friction and mechanical anchorage. In this work, numerical simulations of pullout tests were performed using the finite element method framework. The interaction between rebar and concrete was modelled using cohesive elements. Distinct local bond laws were used and compared with ones proposed by the Model Code 2010. Finally an attempt was made to model the geometry of the rebar ribs in conjunction with a material damaged plasticity model for concrete.

Keywords

How to cite

APA

Pereira, H., Cunha, V., & Sena-Cruz, J. (2014). Numerical simulation of galvanized rebars pullout. Fracture and Structural Integrity, 9(31), pages 54–66. https://doi.org/10.3221/IGF-ESIS.31.05

IEEE

H. Pereira, V. Cunha, and J. Sena-Cruz, “Numerical simulation of galvanized rebars pullout,” Fracture and Structural Integrity, vol. 9, no. 31, pp. pages 54–66, 2014, doi: 10.3221/IGF-ESIS.31.05.

MLA

Pereira, H.F.S.G., et al. “Numerical simulation of galvanized rebars pullout.” Fracture and Structural Integrity, vol. 9, no. 31, 2014, pp. pages 54–66. https://doi.org/10.3221/IGF-ESIS.31.05.

Chicago

Pereira, H.F.S.G., V.M.C.F. Cunha, and J. Sena-Cruz. 2014. “Numerical simulation of galvanized rebars pullout.” Fracture and Structural Integrity 9 (31): pages 54–66. https://doi.org/10.3221/IGF-ESIS.31.05.

Harvard

Pereira, H., Cunha, V. and Sena-Cruz, J. (2014) ‘Numerical simulation of galvanized rebars pullout’, Fracture and Structural Integrity, 9(31), pp. pages 54–66. doi: 10.3221/IGF-ESIS.31.05.

Vancouver

Pereira H, Cunha V, Sena-Cruz J. Numerical simulation of galvanized rebars pullout. Fracture and Structural Integrity. 2014;9(31):pages 54-66. doi:10.3221/IGF-ESIS.31.05

BibTeX

@article{pereira2014, author = {Pereira, H.F.S.G. and Cunha, V.M.C.F. and Sena-Cruz, J.}, title = {Numerical simulation of galvanized rebars pullout}, journal = {Fracture and Structural Integrity}, year = {2014}, volume = {9}, number = {31}, pages = {pages 54--66}, doi = {10.3221/IGF-ESIS.31.05}, url = {https://doi.org/10.3221/IGF-ESIS.31.05}, issn = {1971-8993} }

RIS

TY - JOUR AU - Pereira, H.F.S.G. AU - Cunha, V.M.C.F. AU - Sena-Cruz, J. TI - Numerical simulation of galvanized rebars pullout JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2014 DA - 2014/12/17 VL - 9 IS - 31 SP - pages 54 EP - 66 DO - 10.3221/IGF-ESIS.31.05 UR - https://doi.org/10.3221/IGF-ESIS.31.05 SN - 1971-8993 ER -

Licence

Copyright © 2014 Fracture and Structural Integrity.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)