DEWEK 2004 Lecture by Aero Dynamik Consult GmbH, Dipl. Ing. Stefan Kleinhansl ADCoS – A Nonlinear Aeroelastic Code for the Complete Dynamic Simulation.

Slides:



Advertisements
Similar presentations
EWEA Annual Event 2013 Vienna February, 4-7, 2013
Advertisements

Power Flow Active Control of Aeroelastic Flutter for a Nonlinear Airfoil with Flap N.Zhao 1,2, Supervisors – Dr. Y.P.Xiong 1 and Prof. D.Q.Cao 2 1 School.
ASME 2002, Reno, January VIBRATIONS OF A THREE-BLADED WIND TURBINE ROTOR DUE TO CLASSICAL FLUTTER Morten Hartvig Hansen Wind Energy Department Risø.
Overview of Loads ON and IN Structures / Machines
European Wind Energy Conference and Exhibition 2010 Warsaw, Poland EWEC 2010 Warsaw April 2010 Aeroelastic Analysis of Pre-Curved Rotor Blades V.A.Riziotis,S.G.Voutsinas.
Beams and Frames.
Gireesh Ramachandran Amy Robertson Jason Jonkman Marco Masciola
Challenge the future Delft University of Technology Blade Load Estimations by a Load Database for an Implementation in SCADA Systems Master Thesis.
Analysis of Structural Failures of Wind Towers AMERICAN WIND ENERGY ASSOCIATION May 2009 Dilip Khatri, PhD, MBA, SE Senior Structural Engineer URS Corporation.
LECTURE SERIES on STRUCTURAL OPTIMIZATION Thanh X. Nguyen Structural Mechanics Division National University of Civil Engineering
MANE 4240 & CIVL 4240 Introduction to Finite Elements Practical considerations in FEM modeling Prof. Suvranu De.
Chapter 17 Design Analysis using Inventor Stress Analysis Module
Wind turbine blade design using FEM AFOLABI AKINGBE WEI CHENG WENYU ZHOU.
Bars and Beams FEM Linear Static Analysis
ENGR 225 Section
MCE 561 Computational Methods in Solid Mechanics
1 Residual Vectors & Error Estimation in Substructure based Model Reduction - A PPLICATION TO WIND TURBINE ENGINEERING - MSc. Presentation Bas Nortier.
Coordinated Control Design for Wind Turbine Control Systems W.E. Leithead and S. Dominguez University of Strathclyde.
Design & Technology Center Vedam DAY - 1: Introduction to Structural Analysis and FEM DAY - 2: Introduction to ANSYS structure classic GUI: DAY - 3: Pre-processing.
Introduction to virtual engineering László Horváth Budapest Tech John von Neumann Faculty of Informatics Institute of Intelligent Engineering.
Computational Modelling of Unsteady Rotor Effects Duncan McNae – PhD candidate Professor J Michael R Graham.
Design Process Supporting LWST 1.Deeper understanding of technical terms and issues 2.Linkage to enabling research projects and 3.Impact on design optimization.
1 11 A review of wind energy technologies part two. Adviser : Dr. Yuan-Kang Wu Student : Po-Kai Lin Date :
Liquefaction Analysis For a Single Piled Foundation By Dr. Lu Chihwei Moh and Associates, Inc. Date: 11/3/2003.
Aerodynamics and Aeroelastics, WP 2
Some effects of large blade deflections on aeroelastic stability Bjarne S. Kallesøe Morten H. Hansen.
© 2011 Autodesk Freely licensed for use by educational institutions. Reuse and changes require a note indicating that content has been modified from the.
Accuracy of calculation procedures for offshore wind turbine support structures Pauline de Valk – 27 th of August 2013.
Smart Rotor Control of Wind Turbines Using Trailing Edge Flaps Matthew A. Lackner and Gijs van Kuik January 6, 2009 Technical University of Delft University.
The Finite Element Method
Innovation for Our Energy FutureNational Renewable Energy Laboratory 1 Gunjit Bir National Renewable Energy Laboratory 47 th AIAA Aerospace Meetings Orlando,
An introduction to the finite element method using MATLAB
The Finite Element Method A Practical Course
Haptics and Virtual Reality
Fig.6 Next Generation Airplane ( ■ Design of Next Generation Airplanes - Lightweight airframe - High aspect ratio.
Institute for Steel Construction – Leibniz University of Hannover 2. PhD Seminar on Wind Energy in Europe October 4th and 5th 2006 at Risø National Laboratory,
REDUCTION OF TEETER ANGLE EXCURSIONS FOR A TWO-BLADED DOWNWIND ROTOR USING CYCLIC PITCH CONTROL Torben Juul Larsen, Helge Aagaard Madsen, Kenneth Thomsen,
OC 3 : Benchmark Exercise of Aero-elastic Offshore Wind Turbine Codes J A Nichols and T R Camp, Garrad Hassan and Partners Ltd. J Jonkman and S Butterfield,
EWEC 2006, AthensMartin Geyler 1 Hardware-in-the-Loop Development and Testing of New Pitch Control Algorithms EWEC 2006 Athens Martin Geyler, Jochen Giebhardt,
EWEC 2007, MilanoMartin Geyler 1 Individual Blade Pitch Control Design for Load Reduction on Large Wind Turbines EWEC 2007 Milano, 7-10 May 2007 Martin.
HELICOIDAL VORTEX MODEL FOR WIND TURBINE AEROELASTIC SIMULATION Jean-Jacques Chattot University of California Davis OUTLINE Challenges in Wind Turbine.
PAT328, Section 3, March 2001MAR120, Lecture 4, March 2001S14-1MAR120, Section 14, December 2001 SECTION 14 STRUCTURAL DYNAMICS.
An Introduction to Rotorcraft Dynamics
In the Name of Allah, the Gracious, the Merciful
Advanced Simulation Techniques for the coupled Fatigue and NVH Optimization of Engines. K+P Software, Schönbrunngasse 24, A Graz / Austria Tel.:
Modal Dynamics of Wind Turbines with Anisotropic Rotors Peter F
Bird Strike on Jet Fan. Introduction Modelling of Bird Strike using EUROPLEXUS Full Lagrangian Approach Bird modelled by SPH elements (porous gelatine.
CAD and Finite Element Analysis Most ME CAD applications require a FEA in one or more areas: –Stress Analysis –Thermal Analysis –Structural Dynamics –Computational.
CTA, MST – seismic calculation Roland Platzer, ZM1 DESY Hamburg Munich, January 28 th, 2013.
STIFFNESS MATRIX METHOD
Purdue Aeroelasticity
MSC Software India User Conference 2012 September 13-14, 2012 Bangalore, India CFD Based Frequency Domain Flutter Analysis using MSC Nastran Ashit Kumar.
Structural design and dynamic analysis of a tension leg platform wind turbine, considering elasticity in the hull NTNU supervisor: Erin Bachynski TUD.
CHAPTER 2 - EXPLICIT TRANSIENT DYNAMIC ANALYSYS
AAE 556 Aeroelasticity Lecture 21
INVESTIGATION OF IDLING INSTABILITIES IN WIND TURBINE SIMULATIONS
PhD student: Jia Sun Supervisor: Leif Kari MWL/AVE/ KTH
Overview of Loads ON and IN Structures / Machines
CAD and Finite Element Analysis
Materials Science & Engineering University of Michigan
1C9 Design for seismic and climate changes
Authorship: NJOMO W. Anand Natarajan Nikolay Dimitrov Thomas Buhl
Implementation of 2D stress-strain Finite Element Modeling on MATLAB
CHAPTER 1 Force Analysis. Deformation Analysis.
Purdue Aeroelasticity
Exploring the limits in Individual Pitch Control S. Kanev and T
AAE 556 Aeroelasticity Lecture 24
AAE 556 Aeroelasticity Lectures 10 and 11
Rasoul Shirzadeh and Martin Kühn
AAE 556 Aeroelasticity Lecture 10
Presentation transcript:

DEWEK 2004 Lecture by Aero Dynamik Consult GmbH, Dipl. Ing. Stefan Kleinhansl ADCoS – A Nonlinear Aeroelastic Code for the Complete Dynamic Simulation of WEC on Offshore – Structures and Lattice Towers Offshore – Structures and Lattice Towers Aero Dynamik Consult GmbH Dipl. Ing. Stefan Kleinhansl, Dipl. Ing. (FH) Andreas Mangold Dipl. Ing. Michael Mayer

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 2 Contents: Introduction Equations of Motion – Basics of the source code Modelling Examples Available output and post-processing Results Conclusions Aero Dynamik Consult – who we are

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 3 Aerodynamics Aeroelastic computation Design of components Fatigue, strength calculations FEM - calculations Design load assessment, calculation of loads Rotor blade design Controler design Site approvals Aero Dynamik Consult – Engineering Consultancy Service provider related to windenergy with major focus on: Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 4 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions Development of Wind Energy Converters (WEC) in the past, and the trend to steadily increasing turbines requires: Most possible accuracy in prediction of the extrem- and fatigue loads under operational conditions Consideration of interaction between the structural movement and aerodynamic loads Since 1996 development of aeroelastic code ADCoS: A eroelastic and D ynamic C omputation o f S tructures

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 5 Dynamic system WEC on lattice tower and offshore structure ADCoS simulation model Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions Need to simulate the complete dynamic system WEC using ADCoS aeroelastic simulation software

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 6 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions Equations of Motion Basis of the Source Code

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 7 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions The general differential equation of motion of an oscillating system in an arbitrary moving coordinate system is given by: x z

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 8 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions In the aeroelastic code ADCoS the equations of motion are solved with a non-linear implicit integration method in time domain using FINITE – ELEMENT - METHOD. 2 - Node BEAM - element Centrifugal and acceleration stiffness for rotating elements. The mass matrix is consistent, this means the same interpolation functions are used as for displacements. This leads to very accurate results for displacements and bending moments! 6 degrees of freedom per node Cubic displacement interpolation function for bending Linear displacement interpolation function for torsion

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 9 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions The FEM – grid is changed in every time step depending the new state of the WEC (speed, pitch,...) Stiffness - and damping – matrices are updated simultaneously in every time step Non-linear effects (like flapwise deformation for the pitch-moment of the rotorblade) are included Number of considered frequencies only depends on number of used elements (difference to modal analysis) Predeflection of rotorblades easily to model Individual mass properties for each element (i.e. unsymmetrical ice covering)

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 10 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions WEC on lattice tower 567 Elements, 1752 degrees of freedom OWEC with tripod foundation 179 Elements, 1044 degrees of freedom Examples for an ADCoS simulation model

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 11 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions Available Output and Post Processing

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 12 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions ADCoS Post Processing: Time series of displace- ments, velocities and accelerations Time series of forces and moments Forces / Moments [kN] / [kNm] Time [s] Displacements [m] / [rad] Time [s]

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 13 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions ADCoS Post Processing: Rainflow counting Fatigue calculations Load spectra Rainflow-Counting Forces N [-] Mean Range Spectra Forces / Moments Range [kN] [kNm] N [-]

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 14 ADCoS Examples of Results Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 15 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions Non linear pitch torsional moment caused from flapwise deflection: M i = m * g * dx i Calculation of non-linear pitch torsional dynamics of the rotorblade: Blade 1 flapwise deflection Blade 1 after 180° roundation dx i cg i ROTOR- AXIS dx i cg i M i

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 16 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions Calculation of torsional divergence (flutter) Torsional divergence depends on: Position of c g along chord Position of aerodynamic force center Position of shear center (E s ) EsEs cgcg EsEs cgcg For calculations in future: Load reduction due to torsional deflection

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 17 Fast – Fourier – Analysis Fast – Fourier – Analysis e.g.: of a single diagonal of a lattice tower Local bending modes of the regarded element Global tower modes Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 18 Comparision of measured and simulated stress spectra of a corner member of a lattice tower Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions Measured by P-E-Concepts, Essen, Germany

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 19 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions Simulation of NON-LINEAR FOUNDATION: Nonlinear p-y / M-y curve of a tripod pile of an OWEC caused by an extreme operating gust Nonlinear soil behaviour e.g.: of a tripod foundation on sand or layered soil, can be calculated from commercial software like ALLPILE, L-PILE and added to ADCoS as a NON-LINEAR PILE-ELEMENT

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 20 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions Simulation of wave loading : External load (time series of wave loading) ADCoS pre process Time series simulated by WaveLoads* *Institute of Fluid Mechanics, University of Hannover, Germany External load such as wave loads, calculated by WaveLoads software from the GIGAWIND project can be added as time series on offshore structures from OWEC in ADCoS.

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 21 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions Simulation of wave loading : Dynamic response in ADCoS Simulation Element 144 External load such as wave loads, calculated by WaveLoads software from the GIGAWIND project can be added as time series on offshore structures from OWEC in ADCoS.

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 22 Conclusions Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 23 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions With aeroelastic code ADCoS a powerful tool for calculat- ing the dynamic response of WEC / OWEC is given! With aeroelastic code ADCoS a powerful tool for calculat- ing the dynamic response of WEC / OWEC is given! Reaction coupling of aerodynamics, structural movement and WEC management is included. Reaction coupling of aerodynamics, structural movement and WEC management is included. All non-linear behaviour of the rotating, accelerating rotor (virtual gyroscopic damping, angular acceleration stiffness) can be calculated.

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 24 Aero Dynamik Consult – who we are Introduction Equations of Motion Modelling Examples Available output and post-processing Results Conclusions Arbitrary tower structures can be modelled and the complete dynamic response of wind energy converters on offshore- structures (tripods, jackets) can be calculated. Arbitrary tower structures can be modelled and the complete dynamic response of wind energy converters on offshore- structures (tripods, jackets) can be calculated. Load calculations of ADCoS validated by German Lloyd, TÜV Nord, RW-TÜV for various WEC up to 5MW-Class Load calculations of ADCoS validated by German Lloyd, TÜV Nord, RW-TÜV for various WEC up to 5MW-Class

ADCoS - A Nonlinear Aeroelastic Code for Complete Dynamic Simulation of WEC Aero Dynamik Consult GmbH 25 Thank you very much for listening to our presentation