Logo image
Bending study of submarine power cables based on a repeated unit cell model
Journal article   Peer reviewed

Bending study of submarine power cables based on a repeated unit cell model

Pan Fang, Xiao Li, Xiaoli Jiang, Hans Hopman and Yong Bai
Engineering structures, Vol.293, p.116606
15/10/2023

Abstract

Bending behaviour FEM Multi-point constraint Repeated unite cell Submarine power cable
•A repeated unit cell (RUC) technique-based FE model is developed, which simplifies the bending analysis of SPCs using a short-length representative cell with periodic conditions.•Full-scale experiments regarding power cables under bending are given and the test curves are presented to validate the Cable-RUC model.•A full-scale numerical model with proper boundary conditions is built to verify the Cable-RUC model. Predicting the bending behaviours of a submarine power cable (SPC) is always a tough task due to its complex geometry and inner layer contact, not to mention the stick–slip mechanism. A full-scale finite element model is cumbersome during the early design stage and a more efficient model for practical use is required. Therefore, in this paper, a repeated unit cell (RUC) technique-based FE model is developed, which simplifies the bending analysis of SPCs using a short-length representative cell with periodic conditions. The verification of this RUC model is conducted from cable and component levels, respectively. The cable overall response is validated by the curvature-moment relationships from our cable bending tests regarding four cable samples whose material properties are obtained through a set of material tests. As for the component level, the behaviours of particular components are studied and compared with the results from a full-scale numerical model. Discrepancy is observed between the RUC model and the test, which can be explained by the distinctions of boundary conditions between these two methods. The proposed Cable-RUC model has been found robust and computationally efficient for studying SPCs under bending.
url
https://doi.org/10.1016/j.engstruct.2023.116606View
Published (Version of record) Open

Metrics

1 Record Views

Details

Logo image