Finite element modeling of the elastoplastic axial-torsional response of helical constructions to traction loads

Nikolaos Karathanasopoulos, Hilal Reda, Jean francois Ganghoffer

Research output: Contribution to journalArticlepeer-review

Abstract

In the current work, we present a planar elastoplastic finite element model for the simulation of the mechanical response of helical constructions to traction loads. We elaborate a numerical scheme that employs a detailed description of the helical geometry and characterizes its coupled axial and torsional response. We validate the modelling results with well-established three-dimensional (3D) finite element schemes. For the validation, a single layer helical strand with different construction parameters is employed. Additional analysis is carried out to highlight the role of hardening, providing useful insights in the effect of loading history on the structure's macroscopic elastoplastic response. Overall, a low computation cost elastoplastic modeling scheme, suitable for large-scale structural analysis of helical constructions is presented.

Original languageEnglish (US)
Pages (from-to)368-375
Number of pages8
JournalInternational Journal of Mechanical Sciences
Volume133
DOIs
StatePublished - Nov 2017

Keywords

  • Cable
  • Helix
  • Loading history
  • Plasticity
  • Stiffness

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • General Materials Science
  • Condensed Matter Physics
  • Mechanics of Materials
  • Mechanical Engineering

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