Superelement approach in Sesam and Bladed - DNV GL and Bladed - Efficient coupled... · DNV GL ©...

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SAFER, SMARTER, GREENER DNV GL © 2017 28 September 2017 DNV GL Coupled analysis for offshore wind turbines Superelement approach in Sesam and Bladed 1

Transcript of Superelement approach in Sesam and Bladed - DNV GL and Bladed - Efficient coupled... · DNV GL ©...

Page 1: Superelement approach in Sesam and Bladed - DNV GL and Bladed - Efficient coupled... · DNV GL © 2017 28 September 2017 SAFER, ... DNV GL Coupled analysis for offshore wind turbines

DNV GL © 2017 28 September 2017 SAFER, SMARTER, GREENERDNV GL © 2017

28 September 2017

DNV GL

Coupled analysis for offshore wind turbines

Superelement approach in Sesam and Bladed

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Topics of this seminar

Introduction to Bladed and Sesam

Superelement vs integrated analysis

Demonstration of superelement

process

Superelement verification

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Quick introduction to Sesam and Bladed

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Offshore wind – combining DNV GL competencies

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=+

40+ years of offshore oil

& gas experience

Global leader in risk management of offshore wind projects

DNV GL has 25+ years of hands-on experience with wind turbines.

DNV GL Software provides 45+ years of offshore oil & gas experience.

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Sesam

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Structure, wave, wind

and soil

FLS

ULS

SLS

ALS

Transport and installation

Integrated with

wind turbine tools

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Bladed

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Wind

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Sesam & Bladed work together – increasing engineering efficiency

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Standards referred

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Offshore load analysis methodologies

a) Integrated analysis b) Superelement analysis

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a) Integrated Analysis

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Integrated Analysis

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SesamGeniEModelling

Model Loads

BladedWind load computationWave load computation Structural analysis

SesamFatigue Manager (Framework)FLS and ULS analysis

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Integrated Analysis

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Captures all dynamic feedback from combined wind and wave loading

Easy for FD and WTG designer to optimise design of whole structure

Wind/wave load calculation only done once

Bladed encryption feature prevents need to share foundation design

Limit on structural complexity of jacket (e.g. no shell elements)

WTG designer takes responsibility for wave loading and jacket definition

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b) Superelement Approach

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Creating a Superelement

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Superelement created using Craig-

Bampton reduction

– Interface: six degrees of freedom

on top of jacket

– Mode shapes: Eigen modes of

original jacket, adding additional

degrees of freedom

– Modes give reduced [K], [M], [F] for

use directly in Bladed

SesamGeniEJacket designFatigue Manager (Wajac)Wave loads

SesamFatigue Manager Reduction into superelement and load files

Full model and

wave loads

𝐾 , 𝑀 , 𝐹

+ + +…

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SesamFatigue Manager(Sestra)Re-use wave loadsStructural analysis

Superelement Analysis

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SesamGeniEJacket designFatigue Manager (Wajac)Wave loads

SesamFatigue Manager (Framework)FLS and ULS analysis

BladedWind loads computationStructural analysis

Super-

element

Load time

series

SesamFatigue Manager Reduction into superelement and load files

Full model and

wave loads

𝐾 , 𝑀 , 𝐹Super-

element

Results

+ + +…

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Superelement Analysis

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Wave load calculation responsibility remains with FD

FD does not need to share design details with WTG designer

Allows complex jacket features to be modelled (e.g. shell elements)

Design load cases simulated twice

More difficult for FD and WTG designer to optimise design of whole structure

Hydro-elastic feedback not accounted for (wave loads known at start)

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Superelement method demo in Sesam and Bladed

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SesamFatigue Manager(Sestra)Re-use wave loadsStructural analysis

Superelement Analysis – part 1 (superelement creation)

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SesamGeniEJacket designFatigue Manager (Wajac)Wave loads

SesamFatigue Manager (Framework)FLS and ULS analysis

BladedWind loads computationStructural analysis

Super-

element

Load time

series

SesamFatigue Manager Reduction into superelement and load files

Full model and

wave loads

𝐾 , 𝑀 , 𝐹

Results

+ + +…

Super-

element

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Superelement creation: what is a superelement?

Boundary node is at the interface, and therefore only contains 6 DOFs

Additional DOFs are added into superelement to improve dynamic response of

superelement

– Additional DOFs are based on original model’s internal mode shapes (i.e. with

fixed interface)

– How many modes to include? Run spectral and spatial convergence

6 DOFs at interface Mode shapes Superelement

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+ + +… 𝑲 , 𝑫 , 𝑴 , 𝑭+ =

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SesamFatigue Manager(Sestra)Re-use wave loadsStructural analysis

Superelement Analysis – part 2 (wind turbine dynamic analysis)

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SesamGeniEJacket designFatigue Manager (Wajac)Wave loads

SesamFatigue Manager (Framework)FLS and ULS analysis

BladedWind loads computationStructural analysis

Super-

element

SesamFatigue Manager Reduction into superelement and load files

Full model and

wave loads

𝐾 , 𝑀 , 𝐹

Results

+ + +…

Super-

element

Load time

series

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SesamFatigue Manager(Sestra)Re-use wave loadsStructural analysis

Superelement Analysis – part 3 (re-simulation and postprocessing)

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SesamGeniEJacket designFatigue Manager (Wajac)Wave loads

SesamFatigue Manager (Framework)FLS and ULS analysis

BladedWind loads computationStructural analysis

Super-

element

SesamFatigue Manager Reduction into superelement and load files

Full model and

wave loads

𝐾 , 𝑀 , 𝐹

Results

+ + +…

Super-

element

Load time

series

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Superelement method verification

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Verification - aim

Verify superelement workflow

– Superelement creation in Sesam

– Import and simulate with

superelement in Bladed

– Export of Bladed motions and loads

to Sesam for post-processing

Demonstrate alignment integrated and

superelement results

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Verification – 3 models

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Sesam integrated Bladed integrated Bladed superelement

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Verification – interface loads

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Wind

Wave

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Verification – tower top displacements

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Wind

Wave

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Verification – node displacements

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Wind

Wave

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Verification - conclusion

Verified implementation of

– integrated design workflow

– superelement analysis workflow

Verification of

– Model and loads transfer

– Load and deflection predictions

– Results transfer

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Summary

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Summary

Sesam and Bladed are well-interfaced:

– Integrated design approach

– Superelement analysis approach

Superelement approach benefits:

– Wave load calculation responsibility

remains with FD

– FD does not need to share design

details with WTG designer

– Allows complex jacket features to be

modelled (e.g. shell elements)

Well-interfaced tools can save

engineering time

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Questions?

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