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contributor authorVinay Kumar Vanjakula
contributor authorChristian Windt
contributor authorFrank Adam
contributor authorNils Goseberg
date accessioned2025-04-20T10:35:49Z
date available2025-04-20T10:35:49Z
date copyright10/25/2024 12:00:00 AM
date issued2025
identifier otherJWPED5.WWENG-2122.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4305027
description abstractThis paper presents a numerical modeling approach to analyze the dynamic response of gravity anchors subjected to waves at various submergence depths. The aim is to model stages of lowering during the installation process of offshore wind energy installations. The study includes an investigation of the effect of different outer shapes of the gravity anchor to understand the influence on the dynamic response of the anchor. The results demonstrate that the submergence depth has a significant impact on the stability of the anchor during the lowering process, particularly at the initial lowering phase, resulting in higher wave-induced forces and increased risks of instability. With the use of streamlined anchor shapes, compared with the results for the baseline anchor, a reduction of 20.9% and 16.6% in heave, 47.8% and 45.8% in pitch, and 73.4% and 75.3% in surge motions are observed for C- and V-shaped anchors, respectively. When comparing the influence of different wave parameters, compared with the wave height, the wavelength is shown to drive undesirable anchor dynamic motions.
publisherAmerican Society of Civil Engineers
titleNumerical Investigation on the Motion Dynamics of Submerged Gravity Anchors Exposed to Wave Action
typeJournal Article
journal volume151
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/JWPED5.WWENG-2122
journal fristpage04024023-1
journal lastpage04024023-19
page19
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 001
contenttypeFulltext


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