Engineering Tripos Part IB. Part IB Paper 8: - ELECTIVE (2)

Size: px
Start display at page:

Download "Engineering Tripos Part IB. Part IB Paper 8: - ELECTIVE (2)"

Transcription

1 Engineering Tripos Part IB SECOND YEAR Part IB Paper 8: - ELECTIVE (2) MECHANICAL ENGINEERING FOR RENEWABLE ENERGY SYSTEMS Examples Paper 2 Wind Turbines, Materials, and Dynamics All questions are of Tripos standard Questions 1 and 2 relate to the Iskra/Vestas Guest lectures. 1. (a) Discuss the main differences between micro wind (<2m diameter), small wind and large wind (>10m diameter) with reference to their applications and energy yield. As a point of reference assume that a typical 5m turbine is rated at 5kW. (b) Discuss over-speed protection and methods of shedding surplus power making sure to include furling, active pitch regulation and mechanical brakes. (c) Discuss the benefits of designing a direct-drive wind turbine, i.e. without a gearbox. Why aren t all wind turbines direct drive? 2. (a) Identify in point form the engineering challenges associated with the following components of a large wind turbine: (i) foundations, (ii) tower, (iii) blades, (iv) hub, (v) nacelle (comprising gearbox, bearings, drive shaft, brake, generator, hydraulics, control system). (b) Discuss the challenges for designing wind-turbines to cope with harsh conditions (typhoon, lightning, extreme cold, extreme heat). (c) Give examples where simulation tools can be useful in the design of wind turbines.

2 Materials 3. (a) Discuss the importance of materials choice in wind turbine blade and tower design. (b) Consider a series of self-similar blades in which the plan form and cross-sectional shape scale with length L. The blades are subject to a uniform pressure loading along the length of the beam (i.e. a storm loading condition). Use simple beam theory to show that the peak root bending stress associated with this aerodynamic load does not depend on L, while the stress associated with self-weight scales as L. The selfweight stress you should consider is due to edge-wise bending when the blade is horizontal. Confirm your results using dimensional analysis. 4. Consider the design of a spar of length L as illustrated below with a linear variation of spar depth d with distance x from the tip, and a linearly tapering change in spar cross sectional area A, i.e. d d0 = x / L and A A0 = x / L, where the subscript 0 refers to conditions at the root. A total aerodynamic load W is uniformly distributed as a pressure acting on the triangular plan form. Derive the following expression for the mass required to give a tip deflection δ: 4 ρwl m δ = 2 12Ed 0 δ The spar material has Young's modulus E and fatigue strength σ f. Assume that spar skin thickness is much less than its depth in calculating the second moment of area. The corresponding mass to meet a strength constraint is given by ρ WL mσ = 6d σ 0 2 f Explain how these results can be used to identify whether stiffness or strength is the critical constraint for this type of design, and identify at what length L the crossover point lies, taking values of E = 45 GPa, σ f = 150 MPa, δ = 5m and d 0 = 0.05 L. Cross section 2d 0 2d x 2d L A/2

3 5. (a) Explain carefully, with a sketch, how rainflow counting is used to identify cycles of loading in a random signal. (b) Identify all the half-cycles present on the following diagram of stress as a function of time. Stress Time

4 6. A blade made of GFRP has fatigue properties which can be fitted by the expression N = S S where N is the number of cycles to failure under a given applied cyclic stress range S, with M = 9, S 0 = 2σ ts = 400 MPa. (a) The wind loading is estimated to give stresses in the critical area of the blade following the table distribution given below. Deduce the expected lifetime of the blade. 0 M Mean Stress S m (MPa) Alternating stress range S (MPa) Number of cycles (in thousands) in a one month block (b) An alternative model fits the stress data by a Rayleigh probability density function φ, φ ( S) = 2 2 S exp S S with 10 6 loads per month and a mean stress range S = 30 MPa. Calculate the expected lifetime for this model of the loading. z 1 t Hint: ( z) t e dt Γ = is the Gamma function, equal to (z-1)! for positive integers. 0

5 Dynamics 7. A 40m diameter three-bladed wind turbine generates 166kW at 8m/s wind speed under which conditions the rotor turns at 30rpm. The rotor has a hub diameter of 4m. For simplicity the three blades may be considered to be divided up into three uniform 6m sections of mass 1200kg, 900kg and 300kg. Aerodynamic forces give rise to bending moments at the blade root of 104kNm flap-wise and 14kNm edge-wise. (a) Estimate the polar moment of inertia for the rotor. (b) Compute the gyroscopic couple acting on the rotor when the yaw rate is 10 deg/s. (c) What yaw rate will give rise to blade-root bending moments that match those due to aerodynamics? (d) Show on a sketch the position of a blade when its root is subject to maximum bending moment due to the sum of aero and gyro effects. Show directions of rotation and wind speed clearly on your diagram. 8. A 40m diameter three-bladed wind turbine generates 166kW at 8m/s wind speed under which conditions the rotor turns at 30rpm. The rotor has a hub diameter of 4m. For simplicity the three blades may be considered each to be uniform along their entire 18m length and each of mass 2400kg. Aerodynamic forces give rise to bending moments at the blade root of 104kNm flap-wise and 14kNm edge-wise. Assume that the turbine is operating at the Betz limit and that the generator is operating 100% efficiently. A gearbox is used to drive the generator at 240rpm. The gearbox comprises a single pair of herringbone gears on two parallel shafts at 900mm centre spacing. (a) During steady operation at 8m/s wind speed estimate (i) the thrust on the turbine, (ii) the forces acting on each of the two shafts in the gearbox. (b) The rotor is running steadily when an emergency stop is required. The rotor is brought to rest by reducing the speed steadily over a period of 35 seconds. (i) Explain why it is undesirable to stop the rotor instantaneously. (ii) How does the blade-root bending moment compare with that due to aerodynamics? (iii) You must decide whether to brake the rotor using a disc brake on the 30rpm shaft or to use the generator as an electric brake. How does your decision affect the forces acting on the shafts in the gearbox? (iv) How does the deflection of the tower due to braking loads compare with the deflection due to the steady operation thrust at 8m/s wind speed? Make simple assumptions for the geometry of the tower. 9. The rotor of a wind turbine is turning steadily at 30rpm. A gearbox is used to drive a three-phase fourpole generator at approximately 240rpm. The gearbox comprises a single pair of helical gears on two parallel shafts. The gear on the 30rpm shaft has 137 teeth and the gear on the 240rpm shaft has 17 teeth. (a) (i) What is the advantage of choosing such odd numbers of teeth on the gears? (ii) What are the advantages/disadvantages of prescribing the use of helical gears over spur gears? (b) What are the frequencies of vibration that can be expected by the drive train of the generator? (c) By what mechanisms does drive-train vibration manifest itself as airborne noise? How can this best be controlled?

6 Answers m 5. (b) 2-3, 3-3a, a, 6-7, 7-7a, 1-8, 8-13, 9-10, 10-12b, 11-12, 12-12a, (a) 58.8 years (b) 46.2 years 7. (a) kgm 2 (b) 383 knm (c) 4.1 deg/s 8. (a) (i) 31kN, (ii) 66kN (b) (ii) about double (iv) about 10% 9. (b) 0.5Hz and 4Hz shaft rotation speeds, 68.5Hz teeth mesh, 24Hz generator MPFS/HEMH/DDS May 2009

Power output: 6 750kW=4500kW Location: Top of Taikoyama, Kyoto prefecture, Japan. Terrain condition: Complex mountainous area

Power output: 6 750kW=4500kW Location: Top of Taikoyama, Kyoto prefecture, Japan. Terrain condition: Complex mountainous area Introduction Power output: 6 75kW=45kW Location: Top of Taikoyama, Kyoto prefecture, Japan 1 2 3 4 5 6 5m 45.94m Fracture section Terrain condition: Complex mountainous area m History: Nov, 21: Power generation

More information

Aeroelastic effects of large blade deflections for wind turbines

Aeroelastic effects of large blade deflections for wind turbines Aeroelastic effects of large blade deflections for wind turbines Torben J. Larsen Anders M. Hansen Risoe, National Laboratory Risoe, National Laboratory P.O. Box 49, 4 Roskilde, Denmark P.O. Box 49, 4

More information

Lecture 4: Wind energy

Lecture 4: Wind energy ES427: The Natural Environment and Engineering Global warming and renewable energy Lecture 4: Wind energy Philip Davies Room A322 philip.davies@warwick.ac.uk 1 Overview of topic Wind resources Origin of

More information

Mechanical Engineering for Renewable Energy Systems. Wind Turbines

Mechanical Engineering for Renewable Energy Systems. Wind Turbines ENGINEERING TRIPOS PART IB PAPER 8 - ELECTIVE (2) Mechanical Engineering for Renewable Energy Systems Wind Turbines Lecture 3: Aerodynamic fundamentals Hugh Hunt Fundamental fluid mechanics limits to energy

More information

Mechanical Engineering for Renewable Energy Systems. Dr. Digby Symons. Wind Turbine Blade Design

Mechanical Engineering for Renewable Energy Systems. Dr. Digby Symons. Wind Turbine Blade Design ENGINEERING TRIPOS PART IB PAPER 8 ELECTIVE () Mechanical Engineering for Renewable Energy Systems Dr. Digby Symons Wind Turbine Blade Design Student Handout CONTENTS 1 Introduction... 3 Wind Turbine Blade

More information

SOLUTION (17.3) Known: A simply supported steel shaft is connected to an electric motor with a flexible coupling.

SOLUTION (17.3) Known: A simply supported steel shaft is connected to an electric motor with a flexible coupling. SOLUTION (17.3) Known: A simply supported steel shaft is connected to an electric motor with a flexible coupling. Find: Determine the value of the critical speed of rotation for the shaft. Schematic and

More information

Parameter Design of High Speed Coupling for 6 MW Wind Turbine Considering Torsional Vibration

Parameter Design of High Speed Coupling for 6 MW Wind Turbine Considering Torsional Vibration Parameter Design of High Speed Coupling for 6 MW Wind Turbine Considering Torsional Vibration JongHun Kang 1, Junwoo Bae 2, Seungkeun Jeong 3, SooKeun Park 4 and Hyoung Woo Lee 1 # 1 Department of Mechatronics

More information

H ROBUST CONTROLLER FOR WIND TURBINE POWER BOOSTING

H ROBUST CONTROLLER FOR WIND TURBINE POWER BOOSTING 27 ROBUST CONTROLLER FOR WIND TURBINE POWER BOOSTING H ROBUST CONTROLLER FOR WIND TURBINE POWER BOOSTING Group members: (adebes5@student.aau.dk) (dborde5@student.aau.dk) Supervisor Assoc. Prof. Mohsen

More information

Structural Analysis of Wind Turbine Blades

Structural Analysis of Wind Turbine Blades Structural Analysis of Wind Turbine Blades 2 nd Supergen Wind Educational Seminar Manchester 04 Mar 2009 Paul Bonnet Geoff Dutton Energy Research Unit Rutherford Appleton Laboratory STFC [1] Approach [2]

More information

Unsteady structural behaviour of small wind turbine blades Samuel Evans Supervisor: A/Prof Philip Clausen

Unsteady structural behaviour of small wind turbine blades Samuel Evans Supervisor: A/Prof Philip Clausen Unsteady structural behaviour of small wind turbine blades Samuel Evans Supervisor: A/Prof Philip Clausen samuel.evans@uon.edu.au +61 2 492 16187 The University of Newcastle University Drive Callaghan

More information

Determination of the actual ice mass on wind turbine blades Measurements and methods for avoiding excessive icing loads and threads

Determination of the actual ice mass on wind turbine blades Measurements and methods for avoiding excessive icing loads and threads Determination of the actual ice mass on wind turbine blades Measurements and methods for avoiding excessive icing loads and threads Dr. Daniel Brenner Head of Monitoring Bosch Rexroth Monitoring Systems

More information

2. Determine the deflection at C of the beam given in fig below. Use principal of virtual work. W L/2 B A L C

2. Determine the deflection at C of the beam given in fig below. Use principal of virtual work. W L/2 B A L C CE-1259, Strength of Materials UNIT I STRESS, STRAIN DEFORMATION OF SOLIDS Part -A 1. Define strain energy density. 2. State Maxwell s reciprocal theorem. 3. Define proof resilience. 4. State Castigliano

More information

Numerical Study on Performance of Innovative Wind Turbine Blade for Load Reduction

Numerical Study on Performance of Innovative Wind Turbine Blade for Load Reduction Numerical Study on Performance of Innovative Wind Turbine Blade for Load Reduction T. Maggio F. Grasso D.P. Coiro This paper has been presented at the EWEA 011, Brussels, Belgium, 14-17 March 011 ECN-M-11-036

More information

STENTEC B.V. Load set calculation Dowec 6MW

STENTEC B.V. Load set calculation Dowec 6MW Raadgevend Ingenieursbureau Stentec B.V. Hollingerstraat 14 8621 CA Heeg The Netherlands Tel. 0515-443515 Fax. 0515-442824 Date of release: 03 January 2003 STENTEC B.V. Load set calculation Dowec 6MW R45.04/01.03/03

More information

1. Wind turbines are designed to operate within specified design criteria. Often the operating environment extends beyond these limits and causes

1. Wind turbines are designed to operate within specified design criteria. Often the operating environment extends beyond these limits and causes 1 2 1. Wind turbines are designed to operate within specified design criteria. Often the operating environment extends beyond these limits and causes outages. How these outages are classified can be challenging

More information

Wind Turbine Control

Wind Turbine Control Wind Turbine Control W. E. Leithead University of Strathclyde, Glasgow Supergen Student Workshop 1 Outline 1. Introduction 2. Control Basics 3. General Control Objectives 4. Constant Speed Pitch Regulated

More information

Dynamic Characteristics of Wind Turbine Blade

Dynamic Characteristics of Wind Turbine Blade Dynamic Characteristics of Wind Turbine Blade Nitasha B. Chaudhari PG Scholar, Mechanical Engineering Department, MES College Of Engineering,Pune,India. Abstract this paper presents a review on the dynamic

More information

HARP_Opt: An Optimization Code for System Design of Axial Flow Turbines

HARP_Opt: An Optimization Code for System Design of Axial Flow Turbines HARP_Opt: An Optimization Code for System Design of Axial Flow Turbines Marine and Hydrokinetic Instrumentation, Measurement, & Computer Modeling Workshop Broomfield, CO July 9-10, 2012 Danny Sale Northwest

More information

Adaptive Control of Variable-Speed Variable-Pitch Wind Turbines Using RBF Neural Network

Adaptive Control of Variable-Speed Variable-Pitch Wind Turbines Using RBF Neural Network Schulich School of Engineering Department of Mechanical and Manufacturing Engineering Adaptive Control of Variable-Speed Variable-Pitch Wind Turbines Using RBF Neural Network By: Hamidreza Jafarnejadsani,

More information

Towards Pitch-Scheduled Drive Train Damping in Variable-Speed, Horizontal-Axis Large Wind Turbines

Towards Pitch-Scheduled Drive Train Damping in Variable-Speed, Horizontal-Axis Large Wind Turbines Proceedings of the 44th IEEE Conference on Decision and Control, and the European Control Conference 25 Seville, Spain, December 12-15, 25 MoIB18.6 Towards Pitch-Scheduled Drive Train Damping in Variable-Speed,

More information

Helical Gears n A Textbook of Machine Design

Helical Gears n A Textbook of Machine Design 1066 n A Textbook of Machine Design C H A P T E R 9 Helical Gears 1. Introduction.. Terms used in Helical Gears. 3. Face Width of Helical Gears. 4. Formative or Equivalent Number of Teeth for Helical Gears.

More information

This equation of motion may be solved either by differential equation method or by graphical method as discussed below:

This equation of motion may be solved either by differential equation method or by graphical method as discussed below: 2.15. Frequency of Under Damped Forced Vibrations Consider a system consisting of spring, mass and damper as shown in Fig. 22. Let the system is acted upon by an external periodic (i.e. simple harmonic)

More information

Anomaly detection of a horizontal wind turbine using an Extended Kalman Filter

Anomaly detection of a horizontal wind turbine using an Extended Kalman Filter . Title Anomaly detection of a horizontal wind turbine using an Extended Kalman Filter 1. Introduction Loads that have a disproportionate impact on the components and structure of a wind turbine can be

More information

Individual Pitch Control for Load Mitigation

Individual Pitch Control for Load Mitigation Individual Pitch Control for Load Mitigation Master s Thesis Stefan Jespersen & Randy Oldenbürger Aalborg University, Esbjerg, 2017 Department of Energy Technology Department of Energy Technology Aalborg

More information

Blade modelling, lifetime assessment, and health monitoring

Blade modelling, lifetime assessment, and health monitoring Blade modelling, lifetime assessment, and health monitoring Dr Geoff Dutton Energy Research Unit (ERU) Rutherford Appleton Laboratory (RAL) Science and Technology Facilities Council (STFC) With acknowledgements

More information

Numerical Study on Performance of Curved Wind Turbine Blade for Loads Reduction

Numerical Study on Performance of Curved Wind Turbine Blade for Loads Reduction Numerical Study on Performance of Curved Wind Turbine Blade for Loads Reduction T. Maggio F. Grasso D.P. Coiro 13th International Conference Wind Engineering (ICWE13), 10-15 July 011, Amsterdam, the Netherlands.

More information

364 VIBROENGINEERING. JOURNAL OF VIBROENGINEERING. MARCH VOLUME 15, ISSUE 1. ISSN

364 VIBROENGINEERING. JOURNAL OF VIBROENGINEERING. MARCH VOLUME 15, ISSUE 1. ISSN 954. Investigation of damage detection in blade root joints of a 1 kw wind turbine using frequency tracking Mohammad Sheibani, Ali Akbar Akbari 954. INVESTIGATION OF DAMAGE DETECTION IN BLADE ROOT JOINTS

More information

Cork Institute of Technology. Summer 2007 Mechanics of Machines (Time: 3 Hours)

Cork Institute of Technology. Summer 2007 Mechanics of Machines (Time: 3 Hours) Cork Institute of Technology Bachelor of Engineering (Honours) in Mechanical Engineering- Award Instructions Answer FOUR questions. All questions carry equal marks. (NFQ Level 8) Summer 2007 Mechanics

More information

PURE BENDING. If a simply supported beam carries two point loads of 10 kn as shown in the following figure, pure bending occurs at segment BC.

PURE BENDING. If a simply supported beam carries two point loads of 10 kn as shown in the following figure, pure bending occurs at segment BC. BENDING STRESS The effect of a bending moment applied to a cross-section of a beam is to induce a state of stress across that section. These stresses are known as bending stresses and they act normally

More information

Safe Operation and Emergency Shutdown of Wind Turbines

Safe Operation and Emergency Shutdown of Wind Turbines Safe Operation and Emergency Shutdown of Wind Turbines Andreas Søndergaard Pedersen Christian Sigge Steiniche Intelligent Autonomous Systems, Master Thesis May 212 Department of Electronic Systems Aalborg

More information

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM - 613 403 - THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK Sub : Strength of Materials Year / Sem: II / III Sub Code : MEB 310

More information

1.050: Beam Elasticity (HW#9)

1.050: Beam Elasticity (HW#9) 1050: Beam Elasticity (HW#9) MIT 1050 (Engineering Mechanics I) Fall 2007 Instructor: Markus J BUEHER Due: November 14, 2007 Team Building and Team Work: We strongly encourage you to form Homework teams

More information

Fatigue Failure Accident of Wind Turbine Tower in Taikoyama Wind Farm

Fatigue Failure Accident of Wind Turbine Tower in Taikoyama Wind Farm Fatigue Failure Accident of Wind Turbine Tower in Taikoyama Wind Farm Yin LIU 1, Takeshi ISHIHARA 2 1,2 Department of Civil Engineering, School of Engineering, the University of Tokyo, Tokyo, Japan Abstract

More information

2014 MECHANICS OF MATERIALS

2014 MECHANICS OF MATERIALS R10 SET - 1 II. Tech I Semester Regular Examinations, March 2014 MEHNIS OF MTERILS (ivil Engineering) Time: 3 hours Max. Marks: 75 nswer any FIVE Questions ll Questions carry Equal Marks ~~~~~~~~~~~~~~~~~~~~~~~~~

More information

Attempt ALL QUESTIONS IN SECTION A, ONE QUESTION FROM SECTION B and ONE QUESTION FROM SECTION C Linear graph paper will be provided.

Attempt ALL QUESTIONS IN SECTION A, ONE QUESTION FROM SECTION B and ONE QUESTION FROM SECTION C Linear graph paper will be provided. UNIVERSITY OF EAST ANGLIA School of Mathematics Main Series UG Examination 2015-2016 ENERGY ENGINEERING PRINCIPLES ENG-5001Y Time allowed: 3 Hours Attempt ALL QUESTIONS IN SECTION A, ONE QUESTION FROM

More information

Control-oriented Modelling and State Estimation of Tidal Turbines with Pitch Control

Control-oriented Modelling and State Estimation of Tidal Turbines with Pitch Control Control-oriented Modelling and State Estimation of Tidal Turbines with Pitch Control B. Ritter, C. Schmitz, P.F. Pelz Abstract: This contribution presents the dynamic modelling of horizontal axis tidal

More information

Individual Pitch Control of A Clipper Wind Turbine for Blade In-plane Load Reduction

Individual Pitch Control of A Clipper Wind Turbine for Blade In-plane Load Reduction Individual Pitch Control of A Clipper Wind Turbine for Blade In-plane Load Reduction Shu Wang 1, Peter Seiler 1 and Zongxuan Sun Abstract This paper proposes an H individual pitch controller for the Clipper

More information

IEC JUSTIFICATION E30/70 PRO

IEC JUSTIFICATION E30/70 PRO IEC 61400 JUSTIFICATION E30/70 PRO INDEX 1.- SCOPE... 3 2.- REFERENCES... 3 3.- WIND TURBINE DESCRIPTION... 3 3.1.-DATA SHEET... 4 3.2.-PMG DATA SHEET... 4 4.- SIMPLE LOAD MODEL... 7 4.1.- CALCULATION

More information

Simulation and Experimental Research on Dynamics of Low-Pressure Rotor System in Turbofan Engine

Simulation and Experimental Research on Dynamics of Low-Pressure Rotor System in Turbofan Engine Simulation and Experimental Research on Dynamics of Low-Pressure Rotor System in Turbofan Engine Shengxiang Li 1, Chengxue Jin 2, Guang Zhao 1*, Zhiliang Xiong 1, Baopeng Xu 1 1. Collaborative Innovation

More information

= 50 ksi. The maximum beam deflection Δ max is not = R B. = 30 kips. Notes for Strength of Materials, ET 200

= 50 ksi. The maximum beam deflection Δ max is not = R B. = 30 kips. Notes for Strength of Materials, ET 200 Notes for Strength of Materials, ET 00 Steel Six Easy Steps Steel beam design is about selecting the lightest steel beam that will support the load without exceeding the bending strength or shear strength

More information

0000. Finite element modeling of a wind turbine blade

0000. Finite element modeling of a wind turbine blade ArticleID: 16033; Draft date: 2015-07-27 0000. Finite element modeling of a wind turbine blade Mohammad Sheibani 1, Ali Akbar Akbari 2 Department of Mechanical Engineering, Ferdowsi University of Mashhad,

More information

EFFECT OF TAPER AND TWISTED BLADE IN STEAM TURBINES

EFFECT OF TAPER AND TWISTED BLADE IN STEAM TURBINES EFFECT OF TAPER AND TWISTED BLADE IN STEAM TURBINES Tulsidas.D 1, M.Shantharaja 2 1 Department of Mechanical Engineering, Acharya Institute of Technology, Bangalore-560107, (India) 2 Department of Mechanical

More information

Prediction of Propeller Blade Stress Distribution Through FEA

Prediction of Propeller Blade Stress Distribution Through FEA Research Article Prediction of Propeller Blade Stress Distribution Through FEA Kiam Beng Yeo, Wai Heng Choong and Wen Yen Hau ABSTRACT The Finite Element Analysis (FEA) of marine propeller blade stress

More information

Drivetrains. Direct Drive Generators High Temperature Superconductor Based Machines. Daniel McGahn Senior Vice President

Drivetrains. Direct Drive Generators High Temperature Superconductor Based Machines. Daniel McGahn Senior Vice President Drivetrains Direct Drive Generators High Temperature Superconductor Based Machines Daniel McGahn Senior Vice President AGENDA Wind turbine power conversion Drivetrain evolution Market Driver: Cost of Electricity

More information

EVALUATE THE EFFECT OF TURBINE PERIOD OF VIBRATION REQUIREMENTS ON STRUCTURAL DESIGN PARAMETERS: TECHNICAL REPORT OF FINDINGS

EVALUATE THE EFFECT OF TURBINE PERIOD OF VIBRATION REQUIREMENTS ON STRUCTURAL DESIGN PARAMETERS: TECHNICAL REPORT OF FINDINGS Applied Physical Sciences Corp. 475 Bridge Street, Suite 100, Groton, CT 06340 (860) 448-353 www.aphysci.com EVALUATE THE EFFECT OF TURBINE PERIOD OF VIBRATION REQUIREMENTS ON STRUCTURAL DESIGN PARAMETERS:

More information

Effect of linear and non-linear blade modelling techniques on simulated fatigue and extreme loads using Bladed

Effect of linear and non-linear blade modelling techniques on simulated fatigue and extreme loads using Bladed Journal of Physics: Conference Series PAPER OPEN ACCESS Effect of linear and non-linear blade modelling techniques on simulated fatigue and extreme loads using Bladed To cite this article: Alec Beardsell

More information

Modal and Harmonic analysis of L.P. Turbine of a small Turbo- Fan engine using Finite Element Method

Modal and Harmonic analysis of L.P. Turbine of a small Turbo- Fan engine using Finite Element Method Failure of Engineering Materials & Structures Code 04 UET TAXILA MECHNICAL ENGINEERING DEPARTMENT Modal and Harmonic analysis of L.P. Turbine of a small Turbo- Fan engine using Finite Element Method H.

More information

Foundation models for the dynamic response of offshore wind turbines

Foundation models for the dynamic response of offshore wind turbines Marine Renewable Energy Conference (MAREC), Newcastle, UK, September 00. Foundation models for the dynamic response of offshore wind turbines. M.B. Zaaijer, MSc Delft University of Technology, The Netherlands

More information

Nonlinear Control of Variable Speed Wind Turbines without wind speed measurement

Nonlinear Control of Variable Speed Wind Turbines without wind speed measurement Proceedings of the 44th IEEE Conference on Decision and Control, and the European Control Conference 5 Seville, Spain, December 12-15, 5 TuIB21.4 Nonlinear Control of Variable Speed Wind Turbines without

More information

Mechanical Design. Design of Shaft

Mechanical Design. Design of Shaft Mechanical Design Design of Shaft Outline Practical information Shaft design Definition of shaft? It is a rotating member, in general, has a circular cross-section and is used to transmit power. The shaft

More information

Support Reactions: a + M C = 0; 800(10) F DE(4) F DE(2) = 0. F DE = 2000 lb. + c F y = 0; (2000) - C y = 0 C y = 400 lb

Support Reactions: a + M C = 0; 800(10) F DE(4) F DE(2) = 0. F DE = 2000 lb. + c F y = 0; (2000) - C y = 0 C y = 400 lb 06 Solutions 46060_Part1 5/27/10 3:51 P Page 334 6 11. The overhanging beam has been fabricated with a projected arm D on it. Draw the shear and moment diagrams for the beam C if it supports a load of

More information

Frequency-domain methods for the analysis of offshore wind turbine foundations

Frequency-domain methods for the analysis of offshore wind turbine foundations Frequency-domain methods for the analysis of offshore wind turbine foundations Karl Merz SINTEF Energy Research With contributions from Lene Eliassen NTNU/Statkraft January 21, 2016 Additional thanks to

More information

PES Institute of Technology

PES Institute of Technology PES Institute of Technology Bangalore south campus, Bangalore-5460100 Department of Mechanical Engineering Faculty name : Madhu M Date: 29/06/2012 SEM : 3 rd A SEC Subject : MECHANICS OF MATERIALS Subject

More information

Sabah Shawkat Cabinet of Structural Engineering Walls carrying vertical loads should be designed as columns. Basically walls are designed in

Sabah Shawkat Cabinet of Structural Engineering Walls carrying vertical loads should be designed as columns. Basically walls are designed in Sabah Shawkat Cabinet of Structural Engineering 17 3.6 Shear walls Walls carrying vertical loads should be designed as columns. Basically walls are designed in the same manner as columns, but there are

More information

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A (2 Marks) 1. Define longitudinal strain and lateral strain. 2. State Hooke s law. 3. Define modular ratio,

More information

Design and Dynamic Analysis of Flywheel

Design and Dynamic Analysis of Flywheel IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684, p-issn : 2320 334X PP 51-56 www.iosrjournals.org Design and Dynamic Analysis of Flywheel T. Raja Santhosh Kumar 1, Suresh

More information

QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A

QUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A DEPARTMENT: CIVIL SUBJECT CODE: CE2201 QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A (2 Marks) 1. Define longitudinal strain and lateral strain. 2. State

More information

my!wind Ltd 5 kw wind turbine Static Stability Specification

my!wind Ltd 5 kw wind turbine Static Stability Specification my!wind Ltd 5 kw wind turbine Static Stability Specification 1 P a g e 0 3 / 0 4 / 2 0 1 4 Contents Contents... 2 List of Changes... 2 Appendixes... 2 General remarks... 3 1. Introduction... 4 2. Geometry...

More information

SSC-JE MAINS ONLINE TEST SERIES / CIVIL ENGINEERING SOM + TOS

SSC-JE MAINS ONLINE TEST SERIES / CIVIL ENGINEERING SOM + TOS SSC-JE MAINS ONLINE TEST SERIES / CIVIL ENGINEERING SOM + TOS Time Allowed:2 Hours Maximum Marks: 300 Attention: 1. Paper consists of Part A (Civil & Structural) Part B (Electrical) and Part C (Mechanical)

More information

Set 1. a. 100 kj/kg b. 110 kj/kg c. 140 kj/kg d. 150 kj/kg

Set 1. a. 100 kj/kg b. 110 kj/kg c. 140 kj/kg d. 150 kj/kg Set 1 1. Two blocks which are at different states are brought into contact with each other and allowed to reach a final state of thermal equilibrium. The final temperature attained is specified by the

More information

A comparison study of the two-bladed partial pitch turbine during normal operation and an extreme gust conditions

A comparison study of the two-bladed partial pitch turbine during normal operation and an extreme gust conditions Journal of Physics: Conference Series OPEN ACCESS A comparison study of the two-bladed partial pitch turbine during normal operation and an extreme gust conditions To cite this article: T Kim et al 2014

More information

PHYSICS 9646/02. NANYANG JUNIOR COLLEGE Science Department JC 2 PRELIMINARY EXAMINATION Higher 2. Candidate Name. Tutor Name.

PHYSICS 9646/02. NANYANG JUNIOR COLLEGE Science Department JC 2 PRELIMINARY EXAMINATION Higher 2. Candidate Name. Tutor Name. NANYANG JUNIOR COLLEGE Science Department JC PRELIMINARY EXAMINATION Higher Candidate Name Class Tutor Name PHYSICS 9646/0 Paper Structured Questions 4 September 013 1 hour 45 minutes Candidates answer

More information

KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK. Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV

KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK. Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV UNIT I STRESS, STRAIN DEFORMATION OF SOLIDS PART A (2 MARKS)

More information

INTERNATIONAL JOURNAL OF PURE AND APPLIED RESEARCH IN ENGINEERING AND TECHNOLOGY

INTERNATIONAL JOURNAL OF PURE AND APPLIED RESEARCH IN ENGINEERING AND TECHNOLOGY INTERNATIONAL JOURNAL OF PURE AND APPLIED RESEARCH IN ENGINEERING AND TECHNOLOGY A PATH FOR HORIZING YOUR INNOVATIVE WORK HERRINGBONE GEAR ANALYSIS AND CALCULATION OF FORCES ACTING ON IT IN HOT ROLLING

More information

EN40: Dynamics and Vibrations. Final Examination Wed May : 2pm-5pm

EN40: Dynamics and Vibrations. Final Examination Wed May : 2pm-5pm EN40: Dynamics and Vibrations Final Examination Wed May 10 017: pm-5pm School of Engineering Brown University NAME: General Instructions No collaboration of any kind is permitted on this examination. You

More information

Entrance exam Master Course

Entrance exam Master Course - 1 - Guidelines for completion of test: On each page, fill in your name and your application code Each question has four answers while only one answer is correct. o Marked correct answer means 4 points

More information

Wind Turbine Noise and Vibration

Wind Turbine Noise and Vibration Introduction ind Turbine Noise and Vibration Dr. Colin Kestell colin.kestell@adelaide.edu.au Colin Kestell Senior ecturer School of Mechanical Engineering The University of Adelaide Engineering Manager

More information

Two Tier projects for students in ME 160 class

Two Tier projects for students in ME 160 class ME 160 Introduction to Finite Element Method Spring 2016 Topics for Term Projects by Teams of 2 Students Instructor: Tai Ran Hsu, Professor, Dept. of Mechanical engineering, San Jose State University,

More information

Matching experimental and numerical data of dynamic power train loads by modeling of defects

Matching experimental and numerical data of dynamic power train loads by modeling of defects WIND ENERGY Wind Energ. (2014) Published online in Wiley Online Library (wileyonlinelibrary.com)..1711 PAPER PRESENTED AT AWEA WINDPOWER 2013 Matching experimental and numerical data of dynamic power train

More information

Aerodynamic Performance 1. Figure 1: Flowfield of a Wind Turbine and Actuator disc. Table 1: Properties of the actuator disk.

Aerodynamic Performance 1. Figure 1: Flowfield of a Wind Turbine and Actuator disc. Table 1: Properties of the actuator disk. Aerodynamic Performance 1 1 Momentum Theory Figure 1: Flowfield of a Wind Turbine and Actuator disc. Table 1: Properties of the actuator disk. 1. The flow is perfect fluid, steady, and incompressible.

More information

Investigations On Gear Tooth Surface And Bulk Temperatures Using ANSYS

Investigations On Gear Tooth Surface And Bulk Temperatures Using ANSYS Investigations On Gear Tooth Surface And Bulk Temperatures Using ANSYS P R Thyla PSG College of Technology, Coimbatore, INDIA R Rudramoorthy PSG College of Technology, Coimbatore, INDIA Abstract In gears,

More information

WORK SHEET FOR MEP311

WORK SHEET FOR MEP311 EXPERIMENT II-1A STUDY OF PRESSURE DISTRIBUTIONS IN LUBRICATING OIL FILMS USING MICHELL TILTING PAD APPARATUS OBJECTIVE To study generation of pressure profile along and across the thick fluid film (converging,

More information

R13 SET Derive the expression for the maximum bending stress developed in the leaf spring and also the central deflection of a leaf spring.

R13 SET Derive the expression for the maximum bending stress developed in the leaf spring and also the central deflection of a leaf spring. Code No: RT22013 R13 SET - 41 STRENGTH OF MATERIALS - II (Civil Engineering) Time: 3 hours Max. Marks: 70 Note: 1. Question Paper consists of two parts (Part-A and Part-B) 2. Answer ALL the question in

More information

Rotor reference axis

Rotor reference axis Rotor reference axis So far we have used the same reference axis: Z aligned with the rotor shaft Y perpendicular to Z and along the blade (in the rotor plane). X in the rotor plane and perpendicular do

More information

STRUCTURAL PITCH FOR A PITCH-TO-VANE CONTROLLED WIND TURBINE ROTOR

STRUCTURAL PITCH FOR A PITCH-TO-VANE CONTROLLED WIND TURBINE ROTOR ECN-C--03-087 STRUCTURAL PITCH FOR A PITCH-TO-VANE CONTROLLED WIND TURBINE ROTOR DAMPBLADE project, task 3.4: Design application, sensitivity analysis and aeroelastic tailoring C. Lindenburg M.H. Hansen

More information

2 marks Questions and Answers

2 marks Questions and Answers 1. Define the term strain energy. A: Strain Energy of the elastic body is defined as the internal work done by the external load in deforming or straining the body. 2. Define the terms: Resilience and

More information

NATIONAL CERTIFICATE (VOCATIONAL) APPLIED ENGINEERING TECHNOLOGY NQF LEVEL 4 NOVEMBER 2009

NATIONAL CERTIFICATE (VOCATIONAL) APPLIED ENGINEERING TECHNOLOGY NQF LEVEL 4 NOVEMBER 2009 NATIONAL CERTIFICATE (VOCATIONAL) APPLIED ENGINEERING TECHNOLOGY NQF LEVEL 4 NOVEMBER 2009 (6021024) 30 October (Y-Paper) 13:00 16:00 A non-programmable scientific calculator may be used. This question

More information

θ α W Description of aero.m

θ α W Description of aero.m Description of aero.m Determination of the aerodynamic forces, moments and power by means of the blade element method; for known mean wind speed, induction factor etc. Simplifications: uniform flow (i.e.

More information

my!wind Ltd 5 kw wind turbine Static Stability Specification

my!wind Ltd 5 kw wind turbine Static Stability Specification my!wind Ltd 5 kw wind turbine Static Stability Specification 1 P a g e 0 3 / 0 4 / 2 0 1 4 Contents Contents... 2 List of Changes... 2 Appendixes... 2 General remarks... 3 1. Introduction... 4 2. Geometry...

More information

Buffeting Response of Ultimate Loaded NREL 5MW Wind Turbine Blade using 3-dimensional CFD

Buffeting Response of Ultimate Loaded NREL 5MW Wind Turbine Blade using 3-dimensional CFD Buffeting Response of Ultimate Loaded NREL 5MW Wind Turbine Blade using 3-dimensional CFD *Byeong-Cheol Kim 1) and Youn-Ju Jeong 2) 1), 2) Structural Engineering Research Division, KICT, Il-San 411-712,

More information

R13. II B. Tech I Semester Regular Examinations, Jan MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) PART-A

R13. II B. Tech I Semester Regular Examinations, Jan MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) PART-A SET - 1 II B. Tech I Semester Regular Examinations, Jan - 2015 MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) Time: 3 hours Max. Marks: 70 Note: 1. Question Paper consists of two parts (Part-A and Part-B)

More information

Modeling of Permanent Magnet Synchronous Generator for Wind Energy Conversion System

Modeling of Permanent Magnet Synchronous Generator for Wind Energy Conversion System Modeling of Permanent Magnet Synchronous Generator for Wind Energy Conversion System T.SANTHANA KRISHNAN Assistant Professor (SG), Dept of Electrical & Electronics, Rajalakshmi Engineering College, Tamilnadu,

More information

Problem d d d B C E D. 0.8d. Additional lecturebook examples 29 ME 323

Problem d d d B C E D. 0.8d. Additional lecturebook examples 29 ME 323 Problem 9.1 Two beam segments, AC and CD, are connected together at C by a frictionless pin. Segment CD is cantilevered from a rigid support at D, and segment AC has a roller support at A. a) Determine

More information

FATIGUE LIFE PREDICTION OF TURBOMACHINE BLADING

FATIGUE LIFE PREDICTION OF TURBOMACHINE BLADING FATIGUE LIFE PREDICTION OF TURBOMACHINE BLADING Sanford Fleeter, Chenn Zhou School of Mechanical Engineering Elias Houstis, John Rice Department of Computer Sciences Purdue University West Lafayette, Indiana

More information

AERO 214. Lab II. Measurement of elastic moduli using bending of beams and torsion of bars

AERO 214. Lab II. Measurement of elastic moduli using bending of beams and torsion of bars AERO 214 Lab II. Measurement of elastic moduli using bending of beams and torsion of bars BENDING EXPERIMENT Introduction Flexural properties of materials are of interest to engineers in many different

More information

Lightweight. Geislinger Gesilco

Lightweight. Geislinger Gesilco Lightweight Geislinger Gesilco The Geislinger Gesilco product range is based on more than 20 years of experience in developing fibre composite couplings and shafts. The maintenance-free composite membranes

More information

Sample Question Paper

Sample Question Paper Scheme I Sample Question Paper Program Name : Mechanical Engineering Program Group Program Code : AE/ME/PG/PT/FG Semester : Third Course Title : Strength of Materials Marks : 70 Time: 3 Hrs. Instructions:

More information

ME C85/CE C30 Fall, Introduction to Solid Mechanics ME C85/CE C30. Final Exam. Fall, 2013

ME C85/CE C30 Fall, Introduction to Solid Mechanics ME C85/CE C30. Final Exam. Fall, 2013 Introduction to Solid Mechanics ME C85/CE C30 Fall, 2013 1. Leave an empty seat between you and the person (people) next to you. Unfortunately, there have been reports of cheating on the midterms, so we

More information

Identification of structural non-linearities due to large deflections on a 5MW wind turbine blade

Identification of structural non-linearities due to large deflections on a 5MW wind turbine blade Identification of structural non-linearities due to large deflections on a 5MW wind turbine blade V. A. Riziotis and S. G. Voutsinas National Technical University of Athens 9 Heroon Polytechniou str.,

More information

APPENDIX A. CONVENTIONS, REFERENCE SYSTEMS AND NOTATIONS

APPENDIX A. CONVENTIONS, REFERENCE SYSTEMS AND NOTATIONS APPENDIX A. CONVENTIONS, REFERENCE SYSTEMS AND NOTATIONS A.1 Introduction This appendix describes the sign conventions, reference systems and notations to be used within the IEA Annex XIV Field Rotor Aerodynamics.

More information

3.5 STRESS AND STRAIN IN PURE SHEAR. The next element is in a state of pure shear.

3.5 STRESS AND STRAIN IN PURE SHEAR. The next element is in a state of pure shear. 3.5 STRESS AND STRAIN IN PURE SHEAR The next element is in a state of pure shear. Fig. 3-20 Stresses acting on a stress element cut from a bar in torsion (pure shear) Stresses on inclined planes Fig. 3-21

More information

Nonlinear Multi-Frequency Dynamics of Wind Turbine Components with a Single-Mesh Helical Gear Train

Nonlinear Multi-Frequency Dynamics of Wind Turbine Components with a Single-Mesh Helical Gear Train Article Nonlinear Multi-Frequency Dynamics of Wind Turbine Components with a Single-Mesh Helical Gear Train Nkongho Ayuketang Arreyndip 1,2,3, * ID, Alain Moise Dikande 1,2,4 and Ebobenow Joseph 1 1 Department

More information

Benefits of Preview Wind Information for Region 2 Wind Turbine Control

Benefits of Preview Wind Information for Region 2 Wind Turbine Control Benefits of Preview Wind Information for Region 2 Wind Turbine Control Ahmet Arda Ozdemir, Peter Seiler and Gary J Balas Department of Aerospace Engineering & Mechanics, University of Minnesota, Minneapolis,

More information

INSTITUTE OF AERONAUTICAL ENGINEERING (Autonomous) Dundigal, Hyderabad

INSTITUTE OF AERONAUTICAL ENGINEERING (Autonomous) Dundigal, Hyderabad INSTITUTE OF AERONAUTICAL ENGINEERING (Autonomous) Dundigal, Hyderabad -00 04 CIVIL ENGINEERING QUESTION BANK Course Name : STRENGTH OF MATERIALS II Course Code : A404 Class : II B. Tech II Semester Section

More information

VIBRATION BASED PLANETARY GEAR ANALYSIS AND DAMAGE DETECTION. A Thesis. presented to. the Faculty of California Polytechnic State University,

VIBRATION BASED PLANETARY GEAR ANALYSIS AND DAMAGE DETECTION. A Thesis. presented to. the Faculty of California Polytechnic State University, VIBRATION BASED PLANETARY GEAR ANALYSIS AND DAMAGE DETECTION A Thesis presented to the Faculty of California Polytechnic State University, San Luis Obispo In Partial Fulfillment of the Requirements for

More information

Safety-factor Calibration for Wind Turbine Extreme Loads

Safety-factor Calibration for Wind Turbine Extreme Loads WIND ENERGY Wind Energ. 2008; 11:601 612 Published online in Wiley Interscience (www.interscience.wiley.com).306 Research Article Safety-factor Calibration for Wind Turbine Extreme Loads Patrick Moriarty*,

More information

LECTURE 22 WIND POWER SYSTEMS. ECE 371 Sustainable Energy Systems

LECTURE 22 WIND POWER SYSTEMS. ECE 371 Sustainable Energy Systems LECTURE 22 WIND POWER SYSTEMS ECE 71 Sustainable Energy Systems 1 AVG POWER IN WIND WITH RAYLEIGH STATISTICS The average value of the cube of wind speed can be calculated with Raleigh probability density

More information

Guidelines for Design of Wind Turbines

Guidelines for Design of Wind Turbines Guidelines for Design of Wind Turbines A publication from DNV/Risø Second Edition Guidelines for Design of Wind Turbines nd Edition Det Norske Veritas, Copenhagen (Wind.Turbine.Certification@dnv.com) and

More information

Dynamic Modeling of Fluid Power Transmissions for Wind Turbines

Dynamic Modeling of Fluid Power Transmissions for Wind Turbines Dynamic Modeling of Fluid Power Transmissions for Wind Turbines EWEA OFFSHORE 211 N.F.B. Diepeveen, A. Jarquin Laguna n.f.b.diepeveen@tudelft.nl, a.jarquinlaguna@tudelft.nl Offshore Wind Group, TU Delft,

More information

(Refer Slide Time: 2:43-03:02)

(Refer Slide Time: 2:43-03:02) Strength of Materials Prof. S. K. Bhattacharyya Department of Civil Engineering Indian Institute of Technology, Kharagpur Lecture - 34 Combined Stresses I Welcome to the first lesson of the eighth module

More information