Wave Loads on Monopile Structures

Hendrik Vorhoelter; Johannes Will; Pal Schmitt; Daniel Puder

Wave Loads on Monopile Structures

Hendrik Vorhoelter, Johannes Will, Pal Schmitt, Daniel Puder

School of Natural and Built Environment

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

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Abstract

This article compares different approaches to determine the design forces and moments for the ulti-
mate limit state for monopile structures for offshore wind turbines. The principles of the different
approaches are explained. Four different methods, i.e. model test, volume of fluid method, boundary
element method and the classical Morison approach are compared to each other.

Original language	English
Title of host publication	STG Jahrbuch
Place of Publication	Hamburg
Publisher	Hansa GmbH & Co. KG
Number of pages	11
Volume	111
Publication status	Accepted - 01 Dec 2018

Embargoed Document

Wave Loads on Monopile Structures
Accepted author manuscript, 760 KB
Licence: Unspecified
Embargo ends: 31/12/2021

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Cite this

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AU - Schmitt, Pal

AU - Puder, Daniel

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N2 - This article compares different approaches to determine the design forces and moments for the ulti-mate limit state for monopile structures for offshore wind turbines. The principles of the differentapproaches are explained. Four different methods, i.e. model test, volume of fluid method, boundaryelement method and the classical Morison approach are compared to each other.

AB - This article compares different approaches to determine the design forces and moments for the ulti-mate limit state for monopile structures for offshore wind turbines. The principles of the differentapproaches are explained. Four different methods, i.e. model test, volume of fluid method, boundaryelement method and the classical Morison approach are compared to each other.

M3 - Conference contribution

VL - 111

BT - STG Jahrbuch

PB - Hansa GmbH & Co. KG

CY - Hamburg

ER -