Structural Health Monitoring of Offshore Wind...

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Structural Health Monitoring of Offshore Wind Structures Current Industry Practice and Roadmap Offshore Tage 2019

Transcript of Structural Health Monitoring of Offshore Wind...

Page 1: Structural Health Monitoring of Offshore Wind Structuresoffshoretage.de/wp-content/uploads/sites/5/2019/03/6OT21... · 2019. 3. 30. · Structural Health Monitoring of Offshore Wind

Structural Health Monitoring of Offshore Wind

Structures

Current Industry Practice

and Roadmap

Offshore Tage 2019

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Airwerk Produkte und Dienstleistungen

Intelligente Bauwerke &

Asset Management

Windmessungen Prototypen-

vermessungen

Be

ratu

ng

Konzepterstellung

Beobachtungsmethode (EC 7)

Zulassung im Einzelfall

Bauwerksinspektion

Lebenszeitverlängerung

Risk und Asset Management

Konzepterstellung

Betreuung

Baugenehmigungsverfahren

Konzepterstellung

En

gin

ee

rin

g Datenanalyse und Reporting

Lebensdaueranalyse

Materialermüdung

Eigenfrequenzanalyse

Bauwerksreserven

Zustandsanalyse

Datenanalyse und

Reporting

Windpotentialanalyse

Design Prüfung und

Optimierung

Me

sste

ch

nik Strukturmonitoringsysteme

Schwingungsüberwachung

Lastmessungen

Schadenserkennung

Webportallösungen

Windmessmasten nach

IEC61400-12

Leistungskurven-

vermessungen

projektspezifisch

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SHM in Offshore Wind: a ‘History’

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2007 2010 2015 20192013/14

BSH standard ‚Konstruktion‘: 10% SHM

First commercial German offshore Wind project BARD I

VDI starts work on VDI4551

Revisied BSH standard: Monitoring of foundation elements

VDI4551 will be published

First monitoring project airwerk

Airwerk joins VDI4551

More than 100 airwerk SHM systems operating

SHM in most European offshore wind

farm projects

Trends through all industries: digitalization, industry 4.0

Trends through all industries: risk based asset management, smart infrastructure….

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SHM: What, Why and How – a History

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BSH 2007: ‘…inspection of the support structure by a condition

inspection system (CMS) for at least 1/10 of the offshore

wind turbines.’

What, why and how not defined…

BSH 2015: ‘…shifting, deformation, component stress and

frequencies, shall be measured and recorded

(monitoring) in the area of the foundation elements at

representative offshore wind turbine sites.’

VDI 4551: aims to fill the information gap

Early projects tended to lack clear

monitoring aims and to feature too

many sensors.

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Monitoring Targets – Current Industry

Practice

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Monitoring Target defined by VDI 4551 Current IndustryPractise

Trend

Load Carrying Capacity Yes Up

Servicability Few projects Up

Lifetime / Lifetime Prolongation Few Projects Up

Condition Based Maintenance No No trend

Risk Based Asset Management Methods No No trend

Fault Detection No No trend

Control Optimization No No trend

Design Verification Very few projects Up

There is unexploited industry potential

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Monitoring Methods – Current Industry

Practice

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Monitoring Methods defined by VDI 4551 Current IndustryPractise

Trend

Monitor Actions on Structures Yes Up

Internal forces yes Up

Dynamic Structure Behaviour Few projects Up

Condition Indicators Few projects Up

Model based Condition monitoring Few examples Up

Use of SHM in Asset Management no No trend

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Example: Load Carrying Capacity, Serviceability

VDI Target / Method Current Industry

Practice

Typical parameters Trend

Load Carrying Capacity Yes. Acceleration, inclination and other

displacements, strain

Up

Serviceability Few examples Acceleration, inclination Up

Action on Structures yes Wind, waves, operational parameters Up

Internal Forces yes Strain Up

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Grout displacement Inclination

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Example: Load Carrying Capacity

VDI Target / Method Current Industry

Practice

Typical parameters Trend

Load Carrying Capacity Yes. Acceleration, inclination and other

displacements, strain

Up

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Indirect measurement of underwater

pile displacements

Application:

Observation Method (EC7)

Fullfill BSH requirements 20mm

0,03°

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Example: Lifetime

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Comparison of predicted fatigue damage

(design) and actual fatigue damage

(measured) for a period of 2 years of

offshore operation.

VDI Target / Method Current Industry

Practice

Typical parameters Trend

Lifetime Few projects Strain

Alternatively: acceleration, inclination

Up

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Example: Periodic Inspection

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VDI Target / Method Current Industry

Practice

Typical parameters Trend

Condition based Maintenance

Risk based Asset Management

No Acceleration, inclination, actions on

structure, Operational parameter

No trend

Automatically

measured data

Data taken

manually

During periodic

inspection

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Example: Periodic InspectionCurrent industry practise falls short of possibilities

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VDI Target / Method Current Industry

Practice

Typical parameters Trend

Condition based Maintenance

Risk based Asset Management

No Acceleration, inclination, actions on

structure, Operational parameter

No trend

Source: API RP 581, 2008

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Example: Fault DetectionIndustry doesn’t expect faults

Pitch algorithm adapted by WTG

manufacturer

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VDI Target / Method Current Industry

Practice

Typical parameters Trend

Fault Detection No Acceleration, inclination, actions on

structure, Operational parameter

No trend

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Example: Dynamic Structure Behaviour

Eigenfrequencies are used for design verification and damage

detection

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VDI Target / Method Current Industry

Practice

Typical parameters Trend

Dynamic Behaviour Few projects Acceleration, inclination, Up

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Example: Model Based Monitoring

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Comparison of measured and expected

structure behaviour allows root cause

identification.

In this example, scour at 5 jacket legs was

correctly predicted.

VDI Target / Method Current Industry

Practice

Typical parameters Trend

Model Based Monitoring Few examples Acceleration, inclination, strain Up

Dynamic Behaviour Few examples Acceleration, inclination Up

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Roadmap – Next Steps

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Learning Phase

- Selected structures

- Extensive

instrumentation

Structure picture source: BSH

Standard Design, 2015

Mature Phase

- all structures

- Simple but well choseninstrumentation

- Use of KPIs

Maturity of Industry

How many structures should be monitored?

ACCELERATION

INCLINATION

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airwerk SHM System

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ACCELERATION

INCLINATION

Enables:

- Load assessment

- Lifetime

- Design verification

- Serviceability

- Dynamic behaviour

- Fault detection

Asset Management

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Displacements from acceleration data don’t reflect quasi

static structure behaviour (slow movements)…

…but allow accurate estimates of dynamic loads

airwerk SHM System: Estimate Loads

from ACC Data

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Strain

Displacement

Top displacements correlate with bottom loads

ACC

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Displacements from inclination data allow accurate

estimates of static and quasi static loads

airwerk SHM System: Estimate Loads

from INC Data

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Strain

Displacement

Top displacements correlate with bottom loads

INC

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Roadmap: Next Steps

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Definition of parameter limits in EPC contracts neededServicability

- Inclination limits

- Vibration limits

Load Carrying Capacity

- Internal force limits

Design Verification

Grouted connections (ZiE)

Observation Method

- Load limits

- Permanent displacement limits

Lifetime

- Fatigue load limits

Picture source: BSH Standard Design,

2015

Aim: save operation of WTGs over 25 years

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Roadmap: Next Steps

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Structural Health Monitoring needs to become integral part of riskand condition based Asset Management