In this paper, an interface three-dimensional beam element is introduced for the analysis of framed structures which interact with an elastic medium. The formulations of the element are based on the assumption that the elastic medium can be represented by a two-parameter model of the Winkler and the shear type (Pasternak model). It is assumed, in general, that the properties of the elastic medium can be defined in any coordinate directions which may be different from the member coordinate directions. In the element formulation, the effects of shear deformations and a constant axial force of the beam are taken into account. The stiffness matrices of the beam and the elastic medium are explicitly derived and presented. Numerical examples are provided to demonstrate the element introduced.


    Zugriff

    Zugriff über TIB

    Verfügbarkeit in meiner Bibliothek prüfen

    Bestellung bei Subito €


    Exportieren, teilen und zitieren



    Titel :

    Interface beam element for the analysis of soil-structure interactions and pipelines


    Beteiligte:
    Karadeniz, H. (Autor:in)


    Erscheinungsdatum :

    1999


    Format / Umfang :

    8 Seiten, 16 Quellen



    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Print


    Sprache :

    Englisch




    Finite element analysis of soil-lug interactions

    Nakshima,H. / Tanaka,T. / Yamazaki,M. et al. | Kraftfahrwesen | 1990


    Electron beam weldability for deepsea pipelines

    Sivry, B. de / Bonnet, C. | Tema Archiv | 1980


    Separation arrangement structure for pipelines at cross beam of commercial vehicle

    TANG JING / WEI YUXIANG / CHI JIAMING et al. | Europäisches Patentamt | 2021

    Freier Zugriff

    Finite Element Analysis of Fatigue in Pipelines due to Slug Flow

    Mohmmed, Abdalellah O. / Al-Kayiem, Hussain H. / Nasif, Mohammed S. et al. | Tema Archiv | 2013


    Features of titanium alloy man pipelines electron beam welding

    Oleksiі Fedosov / Olena Karpovych / Ivan Karpovych | DOAJ | 2024

    Freier Zugriff