Polytopal composite finite elements for modeling concrete fracture based on nonlocal damage models

Research output: Contribution to journalArticleResearchpeer review

Authors

  • Hai D. Huynh
  • S. Natarajan
  • H. Nguyen-Xuan
  • Xiaoying Zhuang

Research Organisations

External Research Organisations

  • Indian Institute of Technology Madras (IITM)
  • Sejong University
  • Tongji University
  • Ho Chi Minh City University of Technology (HUTECH)
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Details

Original languageEnglish
Pages (from-to)1257-1274
Number of pages18
JournalComputational mechanics
Volume66
Issue number6
Early online date13 Oct 2020
Publication statusPublished - Dec 2020

Abstract

The paper presents an assumed strain formulation over polygonal meshes to accurately evaluate the strain fields in nonlocal damage models. An assume strained technique based on the Hu-Washizu variational principle is employed to generate a new strain approximation instead of direct derivation from the basis functions and the displacement fields. The underlying idea embedded in arbitrary finite polygons is named as Polytopal composite finite elements (PCFEM). The PCFEM is accordingly applied within the framework of the nonlocal model of continuum damage mechanics to enhance the description of damage behaviours in which highly localized deformations must be captured accurately. This application is helpful to reduce the mesh-sensitivity and elaborate the process-zone of damage models. Several numerical examples are designed for various cases of fracture to discuss and validate the computational capability of the present method through comparison with published numerical results and experimental data from the literature.

Keywords

    Assumed strain, Continuum damage mechanics, Fracture, Nonlocal damage model, Polygonal FEM

ASJC Scopus subject areas

Cite this

Polytopal composite finite elements for modeling concrete fracture based on nonlocal damage models. / Huynh, Hai D.; Natarajan, S.; Nguyen-Xuan, H. et al.
In: Computational mechanics, Vol. 66, No. 6, 12.2020, p. 1257-1274.

Research output: Contribution to journalArticleResearchpeer review

Huynh HD, Natarajan S, Nguyen-Xuan H, Zhuang X. Polytopal composite finite elements for modeling concrete fracture based on nonlocal damage models. Computational mechanics. 2020 Dec;66(6):1257-1274. Epub 2020 Oct 13. doi: 10.1007/s00466-020-01898-y
Huynh, Hai D. ; Natarajan, S. ; Nguyen-Xuan, H. et al. / Polytopal composite finite elements for modeling concrete fracture based on nonlocal damage models. In: Computational mechanics. 2020 ; Vol. 66, No. 6. pp. 1257-1274.
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AU - Zhuang, Xiaoying

N1 - Funding Information: The support provided by RISE-project BESTOFRAC (734370)-H2020 and H2020 European Research Council (Grant No. 80205) is gratefully acknowledged.

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