Analysis of soil penetration problems by high-order elements

Majidreza Nazem, John Phillip Carter, Mina Kardani

    Research output: Chapter in Book / Conference PaperConference Paperpeer-review

    1 Citation (Scopus)

    Abstract

    This paper addresses the application of high-order elements in the analysis of soil penetration problems, particularly those involving inertia forces and large deformations. Among others, 15-node triangular elements are formulated within an Arbitrary Lagrangian-Eulerian finite element method. Preliminary studies indicate that high-order elements can significantly decrease the analysis time without significant loss of accuracy.
    Original languageEnglish
    Title of host publicationAdvances in Computational Mechanics: Selected, Peer Reviewed Papers from the 1st Australasian Conference on Computational Mechanics (ACCM 2013), October 3-4, 2013, Sydney, Australia
    PublisherTrans Tech Publications
    Pages401-404
    Number of pages4
    ISBN (Print)9783038350682
    DOIs
    Publication statusPublished - 2014
    EventAustralasian Conference on Computational Mechanics -
    Duration: 1 Jan 2014 → …

    Publication series

    Name
    ISSN (Print)1660-9336

    Conference

    ConferenceAustralasian Conference on Computational Mechanics
    Period1/01/14 → …

    Keywords

    • Lagrangian-Eulerian method
    • penetometer
    • soils

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