A cell-based smoothed finite element method for three dimensional solid structures

Hung Nguyen-Xuan, Hiep Vinh Nguyen, Stephane Bordas, Timon Rabczuk, Marc Duflot

    Research output: Contribution to journalArticlepeer-review

    28 Citations (Scopus)

    Abstract

    This paper extends further the strain smoothing technique in finite elements to 8-noded hexahedral elements (CS-FEM-H8). The idea behind the present method is similar to the cell-based smoothed 4-noded quadrilateral finite elements (CS-FEM-Q4). In CSFEM, the smoothing domains are created based on elements, and each element can be further subdivided into 1 or several smoothing cells. It is observed that: 1) The CS-FEM using a single smoothing cell can produce higher stress accuracy, but insufficient rank and poor displacement accuracy; 2) The CS-FEM using several smoothing cells has proper rank, good displacement accuracy, but lower stress accuracy, especially for nearly incompressible and bending dominant problems. We therefore propose 1) an extension of strain smoothing to 8-noded hexahedral elements and 2) an alternative CS-FEM form, which associates the single smoothing cell issue with multi-smoothing cell one via a stabilization technique. Several numerical examples are provided to show the reliability and accuracy of the present formulation.

    Original languageEnglish
    Pages (from-to)1230-1242
    Number of pages13
    JournalKSCE Journal of Civil Engineering
    Volume16
    Issue number7
    DOIs
    Publication statusPublished - 2012 Nov

    Bibliographical note

    Funding Information:
    The support of the Vietnam National Foundation for Science and Technology Development (NAFOSTED); (Grant No. 107.02-2012.17) is gratefully acknowledged.

    Keywords

    • 3D elasticity
    • cell-based smoothed finite element (CS-FEM)
    • convergence
    • stabilization

    ASJC Scopus subject areas

    • Civil and Structural Engineering

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