Modellierung von Kabelstrukturen und deren Verhalten bei Kontakt und Torsion

verfasst von
P. Wriggers, A. Neto, P. M. Pimenta
Abstract

Laying of offshore cables on ocean ground can be described by beam models which allow for finite displacements and rotations. These models lead to nonlinear formulations that can only be solved by using approaches like the finite element method. Additional to the nonlinearities stemming from the cable unilateral constraints occur due to contact of the cable with the seabed which results in further nonlinearities. When torsion is applied to such structures then besides the contact with the seabed also self -conact of the cable can develop which may lead frequently to irreparable damage of the cable.

Organisationseinheit(en)
Institut für Kontinuumsmechanik
Externe Organisation(en)
Universidade de Sao Paulo
Typ
Artikel
Journal
Bauingenieur
Band
90
Seiten
193-199
Anzahl der Seiten
7
ISSN
0005-6650
Publikationsdatum
05.2015
Publikationsstatus
Veröffentlicht
Peer-reviewed
Ja
ASJC Scopus Sachgebiete
Tief- und Ingenieurbau, Bauwesen
 

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