OPTIMAT BLADES Workshop OPTIMAT BLADES: RESULTS AND PERSPECTIVES OPTIMAT BLADES: RESULTS AND PERSPECTIVES Arno van Wingerde.

Slides:



Advertisements
Similar presentations
Improved fatigue design methods for offshore wind turbine rotor blades considering non-linear Goodman analysis combined with finite element analysis Stefan.
Advertisements

1 The Code Optimisation Module - PROCODE Rolf Skjong & Knut Ronold Det Norske Veritas JCSS Workshop on Code Calibration, March
High Cycle Fatigue (HCF) analysis; cont.
Modelling unknown errors as random variables Thomas Svensson, SP Technical Research Institute of Sweden, a statistician working with Chalmers and FCC in.
Improving the high cycle fatigue behaviour of shape memory alloys Background To make wind energy more attractive, the price per energy yield should become.
Design of Machine Elements
Materials Engineering Research Laboratory Ltd Tamworth Road Hertford SG13 7DG Tel.+44 (0) Fax+44 (0)
Life prediction based on material state changes in ceramic materials Ken Reifsnider Mechanical Engineering University of Connecticut Storrs, CT Scott.
High Temperature Composites Rutgers University Federal Aviation Administration Advanced Materials Flammability Atlantic City, NJ October 24, 2001.
NOTCH EFFECTS INTRODUCTION OF A NOTCH AFFECTS THE FRACTURE PROCESS Eg: INCREASES THE DUCTILE-BRITTLE TRANSITION TEMPERATURE OF STEEL NOTCH CREATES A LOCAL.
Engineering materials lecture #14
FE Post Processing Plotting Campbell Diagram Goodman Diagram Fracture Yield Principal Stress.
Challenge the future Delft University of Technology Blade Load Estimations by a Load Database for an Implementation in SCADA Systems Master Thesis.
Training Manual Aug Probabilistic Design: Bringing FEA closer to REALITY! 2.5 Probabilistic Design Exploring randomness and scatter.
ME 388 – Applied Instrumentation Laboratory Fatigue Lab.
A Methodology for a Decision Support Tool for a Tidal Stream Device
2009 ASME Wind Energy Symposium Static and Fatigue Testing of Thick Adhesive Joints for Wind Turbine Blades Daniel Samborsky, Aaron Sears, John Mandell,
DESIGNING AGAINST FATIGUE
Montana State University Wind Turbine Technology
Chapter 5 – Design for Different Types of Loading
A new assessment method for masonry arch bridges (SMART) Clive Melbourne, Adrienn Tomor School of Computing, Science and Engineering, University of.
1 Residual Vectors & Error Estimation in Substructure based Model Reduction - A PPLICATION TO WIND TURBINE ENGINEERING - MSc. Presentation Bas Nortier.
© 2011 Autodesk Freely licensed for use by educational institutions. Reuse and changes require a note indicating that content has been modified from the.
Chapter 5, Part B Failure Modes
Advanced Manufacturing Laboratory Department of Industrial Engineering Sharif University of Technology Session #19.
Uncertainties in Thermal Barrier Coating Life Prediction by Karl A. Mentz A Thesis Submitted to the Graduate Faculty of Rensselaer Polytechnic Institute.
Adhesive bonding.
Schedule (years) Design Optimization Approach for FML Wing Structure Background The aerospace industry is gaining significant interest in the application.
DOT/FAA/AR- 02/109 Guidelines and Recommended Criteria for the Development of a Material Specification For Carbon Fiber/Epoxy Unidirectional Prepregs Overview.
Chapter 7 Fatigue Failure Resulting from Variable Loading
This chapter is extracted from Sommerville’s slides. Text book chapter
1 Thermo-Mechanical Analysis of ISIS TS2 Spallation Target Dan Wilcox High Power Targets Group, Rutherford Appleton Laboratory 5th High Power Targetry.
Uncertainty on Fatigue Damage Accumulation for Composite Materials Authors: Henrik Stensgaard Toft, Aalborg University, Denmark John Dalsgaard Sørensen,
Design Stress & Fatigue
DESIGN FOR FATIGUE STRENGTH
Welding Design 1998/MJ1/MatJoin2/1 Design. Lesson Objectives When you finish this lesson you will understand: Mechanical and Physical Properties (structure.
Fatigue to Failure: FEA Predictions of Limit Conditions for Axial Fatigue Loading of Generic Coronary Stent Designs Prepared for ASTM F October.
FATIGUE Fatigue of Materials (Cambridge Solid State Science Series) S. Suresh Cambridge University Press, Cambridge (1998)
Fatigue Failure Due to Variable Loading
1 Design for Different Type of Loading Lecture Notes Dr. Rakhmad Arief Siregar Kolej Universiti Kejuruteraan Utara Malaysia Machine Element in Mechanical.
Damage Computation for Concrete Towers Under Multi-Stage and Multiaxial Loading Prof. Dr.-Ing. Jürgen Grünberg Dipl.-Ing. Joachim Göhlmann Institute of.
Fatigue of Materials. Fatigue Definition: Damage accumulated through the application of repeated stress cycles Variable amplitude loadings cause different.
United Nations Economic Commission for Europe UNECE Transport Division 1 TRANS-EUROPEAN RAILWAY (TER) PROJECT 2 nd Expert Group Meeting (Budapest, 23 September.
R.P.L. Nijssen D.R.V. van Delft L.G.J. Janssen UPWIND: Blade Materials and Structures European Wind Energy Conference 2007 Session: Structural Design and.
Comparison of strength behavior of unidirectional HMC and HSC composite subjected to biaxial loading J. Krystek, R. Kottner, L. Bek 19 th Conference on.
Task 2.2 – Identification of most suitable face-sheets and optimization of panel properties Duration: month 1 to month 12 Partners involved: MOTULAB (WP.
Damage mechanics Fatigue lifetime FEA and Fatigue damage calculation. Geometry Material property Damage evolution law.
Yield point and yield stress or strength,  y Offset method finds this yield stress by assuming a 0.2 % strain (.002).002 Big yielding region, large elongation.
Infra-red Technique for Damage Tolerant Sandwich Structures W.Wang 1 J.M.Dulieu-Barton 1, R.K.Fruehmann 1 and C.Berggreen 2 1 Faculty.
Probabilistic Design Systems (PDS) Chapter Seven.
Life extension, upgrade and repair of welded structures – Towards the use of High Strength Steels Zuheir Barsoum KTH – Royal Institute of Technology, Stockholm,
Created by: Michael Oyebode
Wind Composite Services Group/WindCom
DEPARTMENT OF MECHANICAL AND MANUFACTURING ENGINEERING
The Thick Walled Cylinder
FLUCTUATING STRESSES SUBJECT: Design of machine elements
Martin Shaw – Reliability Solutions
Turbo Power Life Prediction- Overview
Dr. S & S.S.GHANDHY GOVERNMENT ENGINEERING COLLEGE
Project COMP10: Designing for Blade Aeromechanical Integrity
Complexity Time: 2 Hours.
Ignacio Aviles Santillana
The Thick Walled Cylinder
Methods to Maximize Design Life
Industrial Ergonomics and Workstation Design: Two Case Studies
WP 4 - Improved methods for more accurate HCF assessment
Packaging Dynamics Lecture 5: Fatigue, Test Acceleration and Product Fragility presented by David Shires Editor-in-Chief, Packaging Technology & Science.
FATIGUE FATIGUE Dr. Mohammed Abdulrazzaq
Lab8: Fatigue Testing Machine
Lab8: Fatigue Testing Machine
Presentation transcript:

OPTIMAT BLADES Workshop OPTIMAT BLADES: RESULTS AND PERSPECTIVES OPTIMAT BLADES: RESULTS AND PERSPECTIVES Arno van Wingerde

OPTIMAT BLADES State of the Art Available results of research programmes and knowledge: Uni-axial stress state (no complex stress state) Mainly constant amplitude Variable amplitude prediction appears to be not accurate Thin coupons (no thick laminates) Limited data on effect of external conditions Different research programmes used different material and specimens Results of research programmes not consistent No recommendations on repair Limited data on condition assessment, residual strength Current design recommendations have inherent limitations

OPTIMAT BLADES Objectives & Numbers 52 months until ’05 Total budget: 4.4 M€ Partners R&D institutes: 10 Industries: 5 Certification bodies: Person months 3000 Specimens tested > Fatigue cycles > Machine hours 150 Reports 25 Publications OPTIMAT BLADES - numbers Based on consistent material data including: Var. amplitude loading Complex stress states Residual stresses/life Extreme conditions Thick laminates Repair techniques Accurate design recommendations for optimised use of materials for rotor blades with an improved reliability OPTIMAT BLADES

Partners 10 R&D institutes 5 Industries 2 Certification Bodies

OPTIMAT BLADES Project Structure Adm./ Financial Coordinator Tech./ Scientific Coordinator Steering Committee Manufacturers Certification Bodies Technical Committee Task Group leaders & coordination Project Coordination Committee All project partners Task Group 1 Variable Amplitude loading Complex Stress State Extreme Conditions Thick Laminates & Repair Residual Strength & Cond. Ass. Task Group 6 Design recommendations Task Group 2 Task Group 3 Task Group 4 Task Group 5

OPTIMAT BLADES TG1: Variable Amplitude Loading CLD of the material Test frequencies CA/VA/Block tests Update to the Wisper spectrum, used for material tests to modern Wind turbines New Wisper Cycle Level Wisper New Wisper WisperX

OPTIMAT BLADES TG2: Complex Stress State Blades typically not uniaxial stress state Materials sensitive to forces perpendicular to fibre Influence upon strength unknown Tests on tubes (tension-torsion) Tests on Cruciforms

OPTIMAT BLADES TG3: Extreme Conditions At – 40°C: same or improved material results At + 60°C: degraded material results 100% RH: degraded 6/12 submersed Interlaminar strength 0% 50% 100% 150% 200% Temperature [°C] Strength, relative to RT [%] -40°C +20°C +60°C

OPTIMAT BLADES TG4: Thick laminates & Repairs Thick laminate: same fatigue performance Static performance seemed lower Clamping of specimen Repair: 1:50 scarf, about 70% static strength 1:40 much lower More variation per batch 2 m long

OPTIMAT BLADES TG5: Residual Strength Tested to fraction of N f 20 % 50 % 80% Then static tensile/ compressive test

OPTIMAT BLADES CLD diagrams – Linear Goodman

OPTIMAT BLADES CLD diagrams – Shifted Goodman

OPTIMAT BLADES CLD diagrams – Multiple R values

OPTIMAT BLADES CLD diagrams – R = 0.1

OPTIMAT BLADES ….. And their consequences Sequences to failure S max WISPER data Multiple R-ratio (6 R-ratios) Single R; R=0.1 Linear Goodman Shifted Goodman 30% 2000%

OPTIMAT BLADES Residual strength models Relate static strength and fatigue behaviour Strength reduced per cycle, until load exceeds strength Results not significantly better than Miner and more complex models required

OPTIMAT BLADES Test methodology New “universal” test geometry Static tension Compression About 20% lower than ideal value Fatigue (all R values) Standard geometries Better for comparison with earlier tests Often no background provided Rules hard to understand No universal geometry Difficult for combined tests ISO compression OPTIMAT Dogbone OPTIMAT Geometry UD/MD ISO tension

OPTIMAT BLADES Lessons learnt Plate-to-plate and lab-to-lab variations are important in a project of this size More realistic assessment of scatter Preferably: production of all specimens first, then mix and send out Not possible in practice Establishing an alternative test geometry is difficult People perceive standards automatically as “better” even when no background info is provided Material variations sometimes larger than investigated influences Do not show up in lab analysis, such as T g and v f Some plates worse in static strength, better in fatigue

OPTIMAT BLADES OPTIDAT Available (for a small fee) :

OPTIMAT BLADES Agenda for the Workshop (1) Introduction to Optimat Blades Recommendations of material tests Determination of S-N lines Fatigue life prediction Biaxial stress state in blades Biaxial Tests Extreme conditions Break

OPTIMAT BLADES Agenda for the Workshop (2) Repair techniques & thick laminates Residual strength models OPTIDAT, the database of OPTIMAT Implementation of Technical Standards Panel discussion & input from industry A new implementation of CLD Finish: Workshop Presentation of UPWIND ( 6th framework Wind Project)