Influence of cross section on the mechanical behaviour of helical wires based on periodic boundary conditions

This abstract has open access
Abstract Summary
Submarine power cables are considered lifelines in wind farm engineering, playing a key role in transporting electric current produced by wind turbines or wave converter. Cables inevitably confront combined loadings in deep-sea areas, affecting the integrity and safety during their installation and application. Helical wires have been used in flexible structures like flexible pipes, umbilicals and submarine power cables for a long history. The cross section of a helical wire could differ from round to rectangular, which affects the mechanical behaviour of the wire itself, influences the behaviour of the helical layer, and finally causes a different overall response of a flexible structure. This paper represents a model based on periodic boundary conditions in order to investigate this phenomenon. This model makes as less assumptions as possible, capturing the contact and stick-slip behaviour among each component more efficiently than a full finite element model. It also considers the mechanical behaviour of the other layers under tension and bending, including their plasticity. The results from the model are verified with a few analytical models considering different wire cross section. Finally, a series of sensitivity studies are given to investigate the influence of winding angle, pith length and wire radius through the proposed model. The research results will benefit the cable/umbilical/flexible pipe designers.
Abstract ID :
725
Submission Type
PhD student
Delft University of Technology
Delft University of Technology

Abstracts With Same Type

Abstract ID
Abstract Title
Abstract Topic
Submission Type
Primary Author
737
MS17 - Structural Health Monitoring
Submission Stage 1
Prof. Jin-Song Pei
735
MS14 - Moving Loads
Submission Stage 1
Prof. Fabrizio Greco
701
MS1 - Advances in Computational Structural Dynamics
Submission Stage 1
Arghavan Louhghalam
734
MS20 - Uncertainty quantification and probabilistic learning in computational dynamics
Submission Stage 1
Mr. Eamon Karim Henikish
729
MS 16 - Recent advances in vibration control of structures with isolation and/or energy dissipation devices
Submission Stage 1
Mr. Sanuja Jayatilake
699
MS22 - Vibration-Based Assessment and SHM of Cultural Heritage Structure
Submission Stage 1
Mrs. Sabrina Vitorino
714
MS4 - Computational Fluid-structure Interaction
Submission Stage 1
Mr. Andre Novgorodcev
722
MS11 - Footbridge Vibrations
Submission Stage 1
PhD Vincenzo Picozzi
694
General
Submission Stage 1
Dr. Winfried Schepers
10 visits