Fatigue reliability analysis of wind turbine tower under random wind load

B Fu, J Zhao, B Li, J Yao, ARM Teifouet, L Sun, Z Wang - Structural Safety, 2020 - Elsevier
It is important to understand the vibration response and fatigue characteristics of the wind
turbine structure. The fatigue reliability of the tower flange and bolt is studied in this paper …

Fatigue life fragilities and performance-based design of wind turbine tower base connections

TQ Do, JW van de Lindt, H Mahmoud - Journal of Structural …, 2015 - ascelibrary.org
Wind turbines are typically designed for a target service life of 20 years because of fatigue-
related failures of the moving components such as the rotors and blades. Designing the …

Wind-Induced Vibration and Vibration Suppression of High-Mast Light Poles with Spiral Helical Strakes

M Zhang, T Li, Y Wang, Y Chen, G Zhao - Buildings, 2023 - mdpi.com
In this study, three-dimensional finite element models of high-mast light poles without and
with spiral helical strakes were built using ANSYS software to investigate their vibration …

Simulating the hot dip galvanizing process of high mast illumination poles. Part II: Effects of geometrical properties and galvanizing practices

R Nasouri, K Nguyen, A Montoya, A Matamoros… - … of Constructional Steel …, 2019 - Elsevier
Cracks that develop during galvanization of High Mast Illumination Poles (HMIPs), often at
the pole-to-base plate connection, are an important concern to US fabricators and highway …

Fatigue failure analysis case studies

M Zamanzadeh, E Larkin, R Mirshams - Journal of Failure Analysis and …, 2015 - Springer
Fatigue fracture can occur in many components such as fasteners and tubular pole
structures. In this paper, fatigue failure mechanisms have been described and the …

Reliability analysis of wind turbines under non‐Gaussian wind load

M Shuang, B Song - The Structural Design of Tall and Special …, 2018 - Wiley Online Library
Based on translation models, both Gaussian and non‐Gaussian wind fields are generated
using the harmony superposition method for examining the reliability of a typical wind …

Fatigue reliability assessment of potential crack initiation of tube-to-transverse plate connections for cantilever sign support structures

H Choi, H Najm - Journal of Performance of Constructed Facilities, 2018 - ascelibrary.org
Tube-to-transverse plate stiffened connection details are widely used in cantilevered sign
support structures in New Jersey and many other states. This stiffened fillet-welded …

Simulating the hot dip galvanizing process of high mast illumination poles. Part I: Finite element model development

R Nasouri, K Nguyen, A Montoya, A Matamoros… - … of Constructional Steel …, 2019 - Elsevier
Hot-dip galvanizing is a protective coating process widely-used to prevent corrosion
damage in steel structures. Although the protective coating greatly reduces corrosion rates …

High-cycle fatigue performance of high-mast illumination pole bases with pre-existing cracks

Y Zhou, M Dawood, B Gencturk - Journal of Constructional Steel Research, 2017 - Elsevier
This paper presents the results of high-cycle fatigue testing of high-mast illumination poles
(HMIPs) with pre-existing cracks at the pole-to-base plate connection detail. Resonant …

[图书][B] Failure Analysis-Structural Health Monitoring of Structure and Infrastructure Components: Structural Health Monitoring of Structure and Infrastructure …

G Ravindran, V Mahesh, MM Kassem - 2023 - books.google.com
Failure Analysis-Structural Health Monitoring of Structure and Infrastructure Components is
a collection of chapters written by academicians, researchers, and practicing engineers from …