Lec01 Fatigue Intro

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PAT318, Section 1, September 2008 Copyright 2008 MSC.Software Corporation S1-1 SECTION 1 OVERVIEW OF DURABILITY AND FATIGUE LIFE ANALYSIS

Transcript of Lec01 Fatigue Intro

PAT318, Section 1, September 2008Copyright 2008 MSC.Software Corporation S1-1

SECTION 1OVERVIEW OF DURABILITY AND

FATIGUE LIFE ANALYSIS

PAT318, Section 1, September 2008Copyright 2008 MSC.Software Corporation S1-2

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COURSE OBJECTIVES

● Solve durability problems using MSC Fatigue.

● Students will work through a number of workshop problems in class with assistance from the instructor

● Simple workshop problems designed to introduce basic concepts● Apply the basic concepts of fatigue analysis: total life (S-N), crack

initiation (E-N), crack propagation (LEFM), and vibration fatigue.● Learn the theoretical background of fatigue and durability analysis● Apply knowledge of fatigue and durability analysis to improve

product life by avoiding premature fatigue failures.● Integrate fatigue analysis with testing.

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COMPANY OVERVIEW

● The MSC Software Corporation has been supplying sophisticated computer-aided engineering (CAE) tools since 1963

● MSC Software is the developer, distributor, and supporter of the most complete and widely-used structural analysis program in the world, MD Nastran

● MSC Software is also the developer, distributor, and supporter of the state of the art CAE analysis program, Patran

● Patran is an open architecture pre- and post-processor for all major finite element analysis (FEA) software, including MD Nastran, Marc, Dytran, and others…

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MSC U.S. TECHNICAL SUPPORT

● With corporate headquarters in Santa Ana, California, MSC Software maintains regional sales and support offices throughout the US:

● The MSC Software technical support hotline (1-800-732-7284) is staffed Monday through Friday 7:00 a.m. to 3:00 p.m. PST

● Fax number is (714) 784-4056

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MSC WORLDWIDE TECHNICAL SUPPORT

● MSC.Software also maintains offices worldwide

● If appropriate, your course instructor will provide information for accessing and contacting MSC support in your area

● Sign up to the MSC Forums and become a member of our talented community at:

http://forums.mscsoftware.com/

● Methods for contacting the MSC global support team:

● Email support for Patran is via: [email protected]

● Email support for Fatigue is via: [email protected]

● Website support at: http://www.mscsoftware.com/support

● This information is also available in the Nastran and Patran release guides

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OVERVIEW OF DURABILITY AND FATIGUE LIFE ANALYSIS

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WHAT IS DURABILITY?

● Durability is…

“the ability to do what its supposed to for as long as its supposed to do it!”

● Reliability is…

“having half a chance of doing what its supposed to for as long as its supposed to do it!”

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● From a practical point of view, fatigue is:● a process where repeated variations in loading cause failure

even when the nominal stresses are below the material yield strength; and is

● made up of crack initiation and subsequent crack growth as a result of cyclic, plastic deformation.

DEFINITION OF FATIGUE

According to BS 7608:

“fatigue is the damage of a structural part by the initiation and gradual propagation of a crack or cracks caused by

repeated applications of stress”

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THE PHYSICAL BASIS OF FATIGUE

● Fatigue failures typically start at the surface of a specimen or component

● Fatigue failures start at small microscopic cracks and accordingly are very sensitive to even minute stress raisers

● The process of fatigue encompasses the entire range from the formation of a microcrack in a persistent slip band to the propagation of a long crack in an elastic-plastic continuum.

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There are many ways of starting a small crack:

● cracking or debonding of second phase particles; ● natural scratches and machining marks on the surface;● corrosion pits or intergranular attack;● porosity from casting;● laps from forging and forming;● brittle surface layers

THE PHYSICAL BASIS OF FATIGUE (CONT.)

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CRACK INITIATION & GROWTH: STAGE I AND II

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Persistent SlipBand Formation

Stage ICrack Growth

Stage IICrack Growth

~1mm

CRACK INITIATION & GROWTH: STAGE I AND II

(CONT.)

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A SHORT HISTORY OF FATIGUE

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Product life used to be a hit and miss affair

Over design 42Under design 7

THE EARLY DAYS OF FATIGUE

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A SHORT HISTORY OF FATIGUE

1828 ALBERT tests mine hoist chains under cyclic loading

1839 PONCELET designs mill wheels with cast iron axles. First uses the term ‘fatigue’in a book on mechanics

1849 IMechE debate the "CRYSTALLIZATION" theory

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A SHORT HISTORY OF FATIGUE (CONT.)

1850+ WÖHLER conducts first systematic fatigue investigations on axles:● Develops the ROTATING-BENDING fatigue test● Concept of FATIGUE LIMIT● Development of fatigue design strategies● Identifies importance of cyclic & mean stresses● Recognizes the effect of notches ● S-N Curves appear some thirty years later

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Wohler’s Railway Component Test Rig

A SHORT HISTORY OF FATIGUE (CONT.)

Wöhler measured the compression of railway bogie suspensions to determine

maximum service loads on axles. In-service loading was simulated by

rotating-bending tests

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Stress Amplitude

Notched Shaft

Unnotched Shaft

Log (Fatigue life)

Some of Wohler’s data for rotating bending tests

A SHORT HISTORY OF FATIGUE (CONT.)

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1864 FAIRBAIRN experiments with repeated loads

1886 BAUSCHINGER first documents stress-strain HYSTERESIS

1903 EWING & HUMPHREY disprove the Crystallization theory and show that fatigue occurs due to SLIP

1910 BAIRSTOW investigates stress-strain response during cycling - develops concepts of cyclic HARDENING and SOFTENING

1920 GRIFFITH investigates cracks in glass - the birth of FRACTURE MECHANICS

A SHORT HISTORY OF FATIGUE (CONT.)

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1955 MANSON & COFFIN investigate fatigue under STRAIN conditions, thermal cycling and low cycle & plastic strain considerations

1959 PARIS & ERDOGAN present first systematic method for handling crack propagation using FRACTURE MECHANICS

1961 FORSYTH identifies stage I and II crack propagation

1961 NEUBER proposes a method for estimating elastic-plastic stresses and strains at stress concentrations

1968 MATSUISHI & ENDO present the rainflow method for cycle counting

A SHORT HISTORY OF FATIGUE (CONT.)

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A SHORT HISTORY OF FATIGUE (CONT.)

1968 TOMKINS - high strain crack propagation law -physical basis for Coffin-Manson

1976 KITAGAWA & TAKAHASHI - rationalised the fatigue limit and the fatigue threshold

Log

(Str

ess

rang

e)

Log (Crack size)

Fatigue limit Fatigue thresholdSafe

Failure

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● “...Between 80 - 90% of all structural failures occur through a fatigue mechanism…”

● “...The estimated annual cost of fracture and fatigue to the US was 4.4% of GDP…and could be reduced by 29% by application of current technology…”

Battelle Study 1982

A SHORT HISTORY OF FATIGUE (CONT.)

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A SHORT HISTORY OF FATIGUE (CONT.)

1982 nCode (UK) established to market fatigue life estimation software & consultancy services

1986 BROWN devises a fatigue map to identify the dominant mechanisms

1990 P/FATIGUE launched by PDA Engineering(now MSC Fatigue)

2003 MSC & nCode partnership to co-develop fatigue analysis software

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Prof. D. SocieUniversity of IIIinois,1990

FATIGUE FAILURE & EDUCATION

"Despite 150 years of fatigue research, unintended fatigue failures still occur.

More research will NOT reduce the incidence of fatigue failure - more education will!"

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USE OF FATIGUE TECHNOLOGY

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USE OF FATIGUE TECHNOLOGY

● Fatigue analysis is not new (60-170 years old);

● A collection of empirical rules to fit observed behaviour;

● Does not require the engineer exploiting it to understand all the finer points;

● Can be used (with training and experience) to achieve Integrated Durability Management (IDM) goals.

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FATIGUE CALCULATIONS IN…

● Concept design phase:Analytical loads, previous design loads, estimated properties, early design optimization

● Verification phase:Measured loads, real properties, design refinement and optimization

● Production phase:Continued development, new markets, firefighting

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WHO USES FATIGUE ANALYSIS?

● Design engineer:Design optimization for durability on the “virtual component”

● Development engineerMeasures data on the “real component”, tells the design analyst where it’s wrong and how to fix it.

● Test rig engineerPre-predicts rig tests and edits out non damaging cycles to speed them up.

● Production engineerInvestigates service failures, monitors production, feeds back improvement ideas.

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DESIGNING AGAINST FATIGUE FAILURE

Requirements:

● Higher Performance

● Lower Weight

● Longer Life

● Reasonable Cost

● As Soon As Possible

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DESIGNING AGAINST FATIGUE FAILURE (CONT.)

Constraints:● Life calculations are much less precise than strength calculations● Fatigue properties can not be inferred from static mechanical

properties● Laboratory tests often exhibit scatter and are difficult to translate to

full size components● Full scale prototype testing is often required to confirm an

acceptable life● Designs should be ‘defect tolerant’ - stressing and materials

selection to ensure slow crack growth and detectability before failure

● Designs should be ‘Fail Safe’, where possible

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DESIGN APPROACHES

● SAFE LIFEEvaluate expected life, use a margin of safety, design to survive expected service life, and then retire.

● FAIL SAFEProvides redundant load paths, design to fail into a safe condition and survive until repair.

● DEFECT TOLERANCEAssumes flaws do exist, design to live with some crack growth below critical size, requires regular inspections.

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WHAT DRIVES DURABILITY MANAGEMENT?

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GOALS, DRIVERS & REALITIES

● Competition requires FASTER concept-to-customer.

● Costs/profits require CHEAPER products, materials and manufacturing processes.

● Functionality requires BETTER products with high-tech features and performance.

● Legislation requires products with LONGER life, more reliable durability and inspection periods.

● The customer requires the last mile/flight/hour to be the same as the first.

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Production

Production

Pilot

Engineering PrototypeEngineeringPrototype

Traditional Design DevelopmentVPD Design Objectives

FIX TEST

Mechanical Prototype

MechanicalPrototypeConcept

Concept

Development Time

Cum

ulat

ive

Cos

t

DESIGN

VPD (CAE) for Durability

PRODUCT DEVELOPMENT LIFE CYCLE

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TRADITIONAL APPROACH: BUILD–TEST–FIX

Build it

Test it

Begin Production

Out of time?

NONO

YES

Generateidea

Fix it

OK?YES

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INCLUDE CAE: ANALYSE & OPTIMISE FIRST

Generateidea

AnalyseOptimize

Build it

Test it

OK?

OK? Begin Production

Measure

NO YES

NO

YES

Previousexperience

Correlate test& analysis

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CustomerUsage

ProductLife

Build it and Use ItCheck Life Based on

Customer Usage

PREDICTING PRODUCT LIFE: BUILD & USE

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CustomerUsage

AcceleratedSign-off Test

ProductLife

Re-Design

PREDICTING PRODUCT LIFE: ADD SIGN-OFF TESTING

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CustomerUsage

AcceleratedSign-off Test

ProductLife

SimulatedComponent

Test

MeasuredServiceLoading

PREDICTING PRODUCT LIFE: ADD SIMULATED

TESTING

Re-Design

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PREDICTING PRODUCT LIFE: ADD CAE

SimulatedComponent

Test

CAEFatigue

Simulation

CustomerUsage

MeasuredServiceLoading

StressAnalysis

MaterialProperties

Product Life

Correlation

AcceleratedSign-off Test

Re-DesignOptimize

Product Life

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OVERVIEW OF FATIGUE LIFE CALCULATION METHODS

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FATIGUE LIFE METHODS

● S-N (Stress-Life Method)Relates nominal or local elastic stress to total life

● E-N (Strain-Life Method)Relates local strain to crack initiation life

● LEFM (Crack Propagation Method)Relates stress intensity to crack propagation rate

All methods rely on SIMILITUDE

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● Also known as Stress-Life and Total Life Method

● Estimates the total fatigue life to catastrophic failure

● Fatigue life computed from log stress vs log cycles (S-N) curve.

● Method is appropriate for long life fatigue problems where there is little plasticity since the method is based on nominal elastic stress

● Fatigue life estimates are associated with a probability of failure due to the large amount of scatter in the S-N curve.

S-N METHOD

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σnom

nomσ

Notched Shaft

Unnotched Shaft

Str

ess

Am

plitu

de

Life in Cycles

S-N METHOD - SIMILITUDE

The life of this . . . . . . . . . . . . . . . . is the same as the life of this . . . . .if both are subject to the same nominal stress

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● Is also called the local strain approach, crack initiation method, and strain-life approach

● E-N method is one of the most common life prediction methods used in the automotive industry

● Practically, crack initiation means that a crack of around 1-2 mm has developed. This is often a high proportion of the component life.

● Many automotive components are designed to survive some significant plastic strains in use (especially on the test track!). The E-N method will handle these better than the S-N method which basically ignores plasticity.

E-N METHOD

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The crack initiation life here . . . . . is the same as it is here . . . . .if both experience the same local strains

� �

E-N METHOD - SIMILITUDE

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● Also known as “Low Cycle Fatigue” or “Local Strain Approach”● Local strains can be elastic or plastic hence its suitability for

low cycle fatigue.

ε

N

Plastic (Low CycleFatigue Line)

Elastic (High CycleFatigue Line)

STRAIN-LIFE (E-N) CURVE

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ε/σ

N1000 Cycles

Low CycleRegion

(EN Method)

High CycleRegion

(SN or EN Method)'Infinite Life'

107 Cycles

E-N Curve

S-N Curve

S-N & E-N curves coincide in high cycle region because nominal stresses will be linear elastic

E-N can also be used in low cycle region. S-N cannot, because linear stress-strain relationship is invalid

S-N AND E-N FATIGUE CURVES COMPARED

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CRACK PROPAGATION (LEFM) METHOD

● What remnant life is there after initiation?

● What is the safe life or inspection schedule for a component that is or may be cracked?

● The crack growth method is based on the principles of Linear Elastic Fracture Mechanics (LEFM)

● It relates stress intensity factors to crack growth rates

● It uses cycle-by-cycle calculations to predict lifetimes

● It is frequently used in Aerospace, Offshore, and Power Generation industries

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This crack . . . . . . . grows at the same rate as this oneif both experience the same stress intensity factors

CRACK PROPAGATION METHOD - SIMILITUDE

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Total Life = Crack Initiation + Crack Growth

S-N Local Strain LE FM

Nf = Ni + Np

SUMMARY OF METHODS

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INTEGRATEDDURABILITY MANAGEMENT

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DESIGNANALYSIS

Structural IntegrityOptimization

DEVELOPMENTANALYSIS

CharacterisationCorrelation with FEAAssess Modifications

SIMULATIONTEST

VerificationMonitoringCorrelation

MEASUREDSTRAINS & LOADS

MeasurementValidationCorrection

AnalyticalLoads

KinematicModelling

DATA

DATA DATA

DATA

DATA &CORRELATIONCORRELATION

Modern Integrated Approach

INTEGRATED DURABILITY MANAGEMENT ACTIVITIES

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INTEGRATED APPROACH TO DURABILITY

Facts:● Testing is not a good way to optimize designs, but is always

required for sign-off.

● Useful fatigue analysis requires verification and good test-based information.

● Neither testing nor analysis have exclusively the “right” fatigue answer; therefore its not an argument between rivals.

● Best results are obtained when an integrated approach is adopted incorporating analysis and testing.

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HOW TESTING SUPPORTS ANALYSIS

● Provision of load data

● Provision of material fatigue properties

● Verification of stress/strain analysis results

● Correlation of life predictions

● Final sign-off

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HOW ANALYSIS SUPPORTS TESTING

● Eliminate unnecessary tests

● Test acceleration

● Gauge type selection and positioning

● Test design

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AN OVERVIEW OFVIRTUAL DURABILITY

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VIRTUAL DURABILITY ANALYSIS

● FE stress analysis is a pre-processing activity for durability analysis

● The essential requirement is for good local stress information in the critical areas

● Loading information can be: ● Assumed (idealized loading), ● Experimentally acquired ● Semi-analytical loads● Computed (full analytical loads)

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Achieving Faster, Cheaper, Better in Integrated DurabilityManagement requires:

● Integrated multi-disciplinary teams.● Integrated software tools common to all departments.● Integrated data exchange within company structure.● Integrated data exchange between the company and

its suppliers and service providers.

VIRTUAL DURABILITY ANALYSIS (CONT.)

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Prof. Rod SmithUniversity of Sheffield,1990

“Engineering is the art of being approximately right rather than exactly wrong.”

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