Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Analytical, Numerical and Physical Models Vol. 14, No. 54 (2020)

Numerical analysis of circular and square section concrete filled aluminum tubes under axial compression

Author and affiliation details
DOI
10.3221/IGF-ESIS.54.12
Pages
169-181
Published
Licence
CC BY 4.0

Abstract

In this paper, the finite element (FE) method was used to investigate the axial compressive behaviors of circular and square concrete filled aluminum tubes (CFAT). Firstly, the simulational results were compared with the experimental results and the accuracy of the proposed FE model was verified. On this basis, the FE model was further applied to compare the mechanical properties of both circular and square CFATs under axial compression. It was found that the circular CFATs have a better effect on restraining the core concrete than square CFATs. The parametric analysis was also conducted based on the proposed FE model. It was noticed that the mechanical differences of the two kinds of CFATs gradually decreased with the increase of the aluminum ratio, aluminum strength and concrete strength.

Keywords

Article history

  1. ReceivedUntil the next stage: 31 days
  2. Revision requestedUntil the next stage: 57 days
  3. RevisedUntil the next stage: 0 days
  4. AcceptedUntil the next stage: 30 days
  5. Published

How to cite

APA

Jinlong, P., Guanhua, L., & Cai, J. (2020). Numerical analysis of circular and square section concrete filled aluminum tubes under axial compression. Fracture and Structural Integrity, 14(54), 169–181. https://doi.org/10.3221/IGF-ESIS.54.12

IEEE

P. Jinlong, L. Guanhua, and J. Cai, “Numerical analysis of circular and square section concrete filled aluminum tubes under axial compression,” Fracture and Structural Integrity, vol. 14, no. 54, pp. 169–181, 2020, doi: 10.3221/IGF-ESIS.54.12.

MLA

Jinlong, Pan, et al. “Numerical analysis of circular and square section concrete filled aluminum tubes under axial compression.” Fracture and Structural Integrity, vol. 14, no. 54, 2020, pp. 169–181. https://doi.org/10.3221/IGF-ESIS.54.12.

Chicago

Jinlong, Pan, Li Guanhua, and Jingming Cai. 2020. “Numerical analysis of circular and square section concrete filled aluminum tubes under axial compression.” Fracture and Structural Integrity 14 (54): 169–181. https://doi.org/10.3221/IGF-ESIS.54.12.

Harvard

Jinlong, P., Guanhua, L. and Cai, J. (2020) ‘Numerical analysis of circular and square section concrete filled aluminum tubes under axial compression’, Fracture and Structural Integrity, 14(54), pp. 169–181. doi: 10.3221/IGF-ESIS.54.12.

Vancouver

Jinlong P, Guanhua L, Cai J. Numerical analysis of circular and square section concrete filled aluminum tubes under axial compression. Fracture and Structural Integrity. 2020;14(54):169-181. doi:10.3221/IGF-ESIS.54.12

BibTeX

@article{jinlong2020, author = {Jinlong, Pan and Guanhua, Li and Cai, Jingming}, title = {Numerical analysis of circular and square section concrete filled aluminum tubes under axial compression}, journal = {Fracture and Structural Integrity}, year = {2020}, volume = {14}, number = {54}, pages = {169--181}, doi = {10.3221/IGF-ESIS.54.12}, url = {https://doi.org/10.3221/IGF-ESIS.54.12}, issn = {1971-8993} }

RIS

TY - JOUR AU - Jinlong, Pan AU - Guanhua, Li AU - Cai, Jingming TI - Numerical analysis of circular and square section concrete filled aluminum tubes under axial compression JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2020 DA - 2020/09/23 VL - 14 IS - 54 SP - 169 EP - 181 DO - 10.3221/IGF-ESIS.54.12 UR - https://doi.org/10.3221/IGF-ESIS.54.12 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2020 Pan Jinlong, Li Guanhua, Jingming Cai.

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.