Results 21 to 30 of about 604 (187)

Biaxial Loading of Offshore Monopiles: Numerical Modeling [PDF]

open access: yesInternational Journal of Geomechanics, 2017
In this study, finite-element (FE) modeling was used to examine the influence of biaxial lateral loading of a monopile foundation. Two different soil models were adopted to investigate the influence of state-dependent and anisotropic behavior of soil on monopile response.
Sheil, Brian B., McCabe, Bryan A.
openaire   +3 more sources

Analysis of lateral bearing capacity of wing-monopile with symmetrical wing plates

open access: yesShuili Shuiyun Gongcheng Xuebao, 2020
There are many factors that affect the lateral bearing capacity of wing-monopile, among which the number of wing plates, the angle between load direction and wing plates are the main influencing factors. The ABAQUS finite element calculation software was
HE Jianxin   +4 more
doaj   +1 more source

Assessment of Hydrodynamic Loads on an Offshore Monopile Structure Considering Hydroelasticity Effects

open access: yesJournal of Marine Science and Engineering, 2023
Regular and irregular waves were numerically generated in a wave canal to investigate hydrodynamic loads acting on a wind turbine monopile and to predict its structural response.
Michael Thome   +2 more
doaj   +1 more source

The turbulent wake of a monopile foundation [PDF]

open access: yesRenewable Energy, 2016
Abstract An experimental programme is presented, examining the turbulent wake of a monopile foundation in a current. Velocity was recorded across an extensive domain downstream of a model monopile in a 0.5 m deep basin, using an acoustic Doppler velocimeter array. The distribution of turbulent kinetic energy (TKE) is examined across the entire domain.
C. Rogan   +3 more
openaire   +1 more source

Analysis of lateral bearing behaviors of scoured monopile foundations considering the influence of length-to-diameter ratio

open access: yesShuili Shuiyun Gongcheng Xuebao, 2023
Scour is one of the key factors that should be considered in the design process of offshore wind turbine (OWT) monopile foundations. However, the geometry of local scour pit and embedded length-to-diameter ratio of pile (L/D) are always ignored in ...
ZHANG Rongsheng   +4 more
doaj   +1 more source

Scour Reduction by Collars around Offshore Monopiles [PDF]

open access: yesScour and Erosion, 2010
Excessive scour is a threat to the stability of monopile foundations, e.g. in offshore windparks. Particularly in shallow waters with strong tidal currents such as the North Sea, protection against excessive scouring is required. Commonly applied scour protection consists of loose rock. Little is known about alternative scour protection measures.
De Sonneville, B.   +2 more
openaire   +2 more sources

Lateral Ultimate Capacity of Monopile Foundations for Offshore Wind Turbines: Effects of Monopile Geometry and Soil Stiffness Properties

open access: yesApplied Sciences, 2023
Offshore Wind Turbines (OWT) with increasingly higher energy output are being developed to meet energy demands, posing greater challenges for their foundation design. Several foundation types are used to support these turbines, with monopiles (MPs) accounting for 80% of the installed capacity.
Yazeed A. Alsharedah   +3 more
openaire   +4 more sources

Design of Experiment for Integrated Offshore Windturbine Tower and Monopile

open access: yes南方能源建设, 2021
[Introduction] When inviting bids for domestic offshore wind power projects, the owner often puts forward requirements for the foundation top load and tower mass provided by the windturbine manufacture, and rarely put forward requirements for the the ...
ZHOU Yiming, YAN Shu, YAO Zhongyuan
doaj   +1 more source

Active vibration control of a monopile offshore structure [PDF]

open access: yesJournal of Structural Control, 1999
Abstract In the Danish part of the North Sea monopile platforms with a cylindrical shaft have been used at the exploitation of marginal fields. In the paper a new principle for active vibration control of such structures is suggested.
Nielsen, Søren R. K.   +2 more
openaire   +2 more sources

Evaluation of Soil–Foundation–Structure Interaction for Large Diameter Monopile Foundation Focusing on Lateral Cyclic Loading

open access: yesJournal of Marine Science and Engineering, 2023
In this study, the monotonic and cyclic behavior of an offshore wind turbine with a monopile foundation installed in a sand layer were evaluated in the centrifuge.
Jae-Hyun Kim   +3 more
doaj   +1 more source

Home - About - Disclaimer - Privacy