Assessment of Stiffening Type of the Cutout in Tubular Wind Turbine Towers under Artificial Dynamic Wind Actions

Christoforos A. Dimopoulos, Konstantina Koulatsou, Francesco Petrini, Charis J. Gantes

Research output: Contribution to journalArticlepeer-review

5 Citations (Scopus)

Abstract

The effectiveness of alternative stiffening types of the cutout provided near the base of tubular steel wind turbine towers is assessed, taking into account the dynamic nature of wind loading. To that effect, artificial wind load time histories are first obtained using the public domain aero-elastic code FAST. Finite element models that have been previously validated by means of comparison with experimental results, are then used to carry out fully nonlinear dynamic analyses and compare strength and overall structural performance.

Original languageEnglish
Article number041004
JournalJournal of Computational and Nonlinear Dynamics
Volume10
Issue number4
DOIs
Publication statusPublished - 1 Jul 2015

Fingerprint

Dive into the research topics of 'Assessment of Stiffening Type of the Cutout in Tubular Wind Turbine Towers under Artificial Dynamic Wind Actions'. Together they form a unique fingerprint.

Cite this