Deep Sea Offshore Wind R&D Conference 2021 Early age ...

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© ForWind 1 Prof. Peter Schaumann Joshua Henneberg, M.Sc. LUH, Institute for Steel Construction 14th January 2021, Trondheim Deep Sea Offshore Wind R&D Conference 2021 Early age movement in offshore structures with various bearing conditions

Transcript of Deep Sea Offshore Wind R&D Conference 2021 Early age ...

Page 1: Deep Sea Offshore Wind R&D Conference 2021 Early age ...

© ForWind1

Prof. Peter Schaumann Joshua Henneberg, M.Sc.LUH, Institute for Steel Construction 14th January 2021, Trondheim

Deep Sea Offshore Wind R&D Conference 2021

Early age movement in offshore structures with various bearing conditions

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Outline

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Motivation Early age movement Joint research project

Seastate simulations and boundaries Monoplies Jacket structures OWT Jacket structures OSS

Summary and outlook

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Motivation

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Movements in the material during curing

Movements due to variable loading conditions

Strength development duringcuring

E.g. sedimentation and segregation

Bond defects

What is early age movement (EAM)?

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Sleeve

PileFluid grout material

Grouting procedure

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Joined research project GREAM

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Material

Local simulations

Global simulations

Experiments

Institute of Material Science

Institute for Steel Construction

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Joined research project GREAM

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Material

Local simulations

Global simulations

Institute of Material Science

Experiments

Institute for Steel Construction

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Motivation

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2016

No strict limits

Axial relative movement <1mm

Axial Relative movement <1mm

2014

DNV / DNVGL

< 1mm

Strict limit due to small amount of tests (primarily 35 years ago)

Influence of horizontal movement not investigated

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Offshore structures with grouted connections

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Offshore wind turbines Converter platforms

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Offshore structures with grouted connections

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Offshore wind turbines Converter platforms

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Offshore structures with grouted connections

© DOTI/alpha ventus

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Offshore wind turbines Converter platforms

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Offshore structures with grouted connections

• Positioning and leveling (using brackets “ hydraulic jackups”)

Installation procedure

Brackets

Installation weather window:

Hs = 0.5 - 3mT = 5.6 – 8.47s

© KCI

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© Jumbo

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Ring flange(300mm x 175mm)

Top view

L TP

Side view

MSL

B = Brackett = wall thicknessD = diameterLTP = transition piece lengthLG = grout length

B1t

120°

B2D

Lg

B3B1B2B3

B3

B4

B160°

B2

B5

B6

B4B5 B6

Early age movement in monopile structures

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Geometry

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Ring flange(300mm x 175mm)

Top view

B1B2

B3

L TP

Side view

MSL

B = Brackett = wall thicknessD = diameterLTP = transition piece lengthLG = grout length

B1t

120°

B2D

Lg

B3

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Early age movement in monopile structures

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ANSYS AQWA + ANSYS Mechanical

(1)(1) (2)

Δuradial

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uradial [mm]

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Early age movement in monopile structures

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Brackets

(2)(1) (2)

Δuradial

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ANSYS AQWA + ANSYS Mechanical

uradial [mm]

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Early age movement in monopile structures

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𝜂𝜂 =𝑀𝑀𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝑀𝑀𝑆𝑆𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷

≤ 1.0 𝜂𝜂 =𝐹𝐹𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐹𝐹𝑆𝑆𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷

≤ 1.0

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Short grout length and TP length

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Offshore structures with grouted connections

© DOTI/alpha ventus

© eon

© eon

Offshore wind turbines Converter platforms

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Page 16: Deep Sea Offshore Wind R&D Conference 2021 Early age ...

Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Offshore structures with grouted connections

© DOTI/alpha ventus

© eon

© eon

Offshore wind turbines Converter platforms

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Early age movement at jacket structures of OWT

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• Positioning and leveling (using brackets “ hydraulic jackups”)

Installation procedure

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• Embracing (pile gripper, horizontal brackets, wedges and grout plugs)

Stopper

Pile gripper© Boskalis

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Early age movement at jacket structures of OWT

Simulation ANSYS WB

Stoper

Grout seal

Foundation pile

Mud line

MSL

EAM

System and boundaries

22m

42m

60m

Mud lineFoundation pile

Stopper

0° 45°

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EAM

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Early age movement at jacket structures of OWT

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Wave

Δurel = 1.07mm

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Early age movement at jacket structures of OWT

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Wave

Δurel = 0.82mm

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Early age movement at jacket structures of OWT

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Stiffness of bottom node important and thickness variation more effective than diameter variation

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Summary

Magnitude >1mm up to several milimiters (Hs = 3m )

Monopiles: larger transition pieces toppling (-) local deformations (+)

Increase structural stiffness is favourable

Analyses of early age movement according to current guidelines for kind and magnitude in different offshore wind structures

greater wall thickness better than greater diameter

General trend to slender/optimized as well as increasing

structures lead to increasing EAM

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Early age movement in offshore structures with various bearing conditionsJoshua HennebergLeibniz University Hannover

Institute for Steel Construction

Outlook

Further experimental investigations on EAM

What is needed to withstand occurring problems?

Depiction of fluid grout resistance in

on-bottom simulation

Submodelling and spring / damper approach

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