Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Steels and Composites for Engineering Structures Vol. 16, No. 59 (2022)

A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS

Author and affiliation details
  • Cuong Le Thanh Corresponding author Faculty of Civil Engineering, Ho Chi Minh City Open University,Ho Chi Minh City, Viet Nam Cuong.lt@ou.edu.vn
  • Hoang-Le Minh Faculty of Civil Engineering, Ho Chi Minh City Open University, Ho Chi Minh City, Viet Nam
  • Thanh Sang-To Faculty of Civil Engineering, Ho Chi Minh City Open University, Ho Chi Minh City, Viet Nam
DOI
10.3221/IGF-ESIS.59.17
Pages
232-242
Published
Licence
CC BY 4.0
Published inVol. 16, No. 59 (2022)Go to the issue

Abstract

The reinforced concrete structure is typical and widely used in many fields. The behavior of concrete is nonlinear and complex. Especially, when cracks/crushings occurred in softening phase. Thus, It is important to find a damaged model of concrete with high reliability in the numerical simulation. The nonlinear behavior of concrete is the most feature used in the simulation. This characteristic is expressed through the parameters defining the yield surface, the flow potential, and the nonlinear relationship of stress-strain in the cases of tension and compression. This paper introduces a damaged concrete model that applies to the simulation of reinforced concrete structures. The reinforced concrete beam and flat slab are selected as examples to evaluate the reliability of the model presented. Through the results achieved, the model used in this paper shows high reliability and can be used to simulate more complex reinforced concrete structures.

Keywords

Article history

  1. ReceivedUntil the next stage: 7 days
  2. Revision requestedUntil the next stage: 4 days
  3. RevisedUntil the next stage: 0 days
  4. AcceptedUntil the next stage: 90 days
  5. Published

How to cite

APA

Le Thanh, C., Minh, H.-L., & Sang-To, T. (2021). A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS. Fracture and Structural Integrity, 16(59), 232–242. https://doi.org/10.3221/IGF-ESIS.59.17

IEEE

C. Le Thanh, H.-L. Minh, and T. Sang-To, “A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS,” Fracture and Structural Integrity, vol. 16, no. 59, pp. 232–242, 2021, doi: 10.3221/IGF-ESIS.59.17.

MLA

Le Thanh, Cuong, et al. “A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS.” Fracture and Structural Integrity, vol. 16, no. 59, 2021, pp. 232–242. https://doi.org/10.3221/IGF-ESIS.59.17.

Chicago

Le Thanh, Cuong, Hoang-Le Minh, and Thanh Sang-To. 2021. “A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS.” Fracture and Structural Integrity 16 (59): 232–242. https://doi.org/10.3221/IGF-ESIS.59.17.

Harvard

Le Thanh, C., Minh, H.L. and Sang-To, T. (2021) ‘A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS’, Fracture and Structural Integrity, 16(59), pp. 232–242. doi: 10.3221/IGF-ESIS.59.17.

Vancouver

Le Thanh C, Minh HL, Sang-To T. A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS. Fracture and Structural Integrity. 2021;16(59):232-242. doi:10.3221/IGF-ESIS.59.17

BibTeX

@article{lethanh2021, author = {Le Thanh, Cuong and Minh, Hoang-Le and Sang-To, Thanh}, title = {A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS}, journal = {Fracture and Structural Integrity}, year = {2021}, volume = {16}, number = {59}, pages = {232--242}, doi = {10.3221/IGF-ESIS.59.17}, url = {https://doi.org/10.3221/IGF-ESIS.59.17}, issn = {1971-8993} }

RIS

TY - JOUR AU - Le Thanh, Cuong AU - Minh, Hoang-Le AU - Sang-To, Thanh TI - A nonlinear concrete damaged plasticity model for simulation reinforced concrete structures using ABAQUS JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2021 DA - 2021/12/22 VL - 16 IS - 59 SP - 232 EP - 242 DO - 10.3221/IGF-ESIS.59.17 UR - https://doi.org/10.3221/IGF-ESIS.59.17 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2021 Cuong Le Thanh, Hoang-Le Minh, Thanh Sang-To.

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

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