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Unrestricted © Siemens AG 2013 All rights reserved. Page 1 Siemens PLM Software Fundamentals of Durability

LMS Fundamentals of Durability Rev5 - Home - … Curve, Cycle Counting Loads and Damage Load Characterization Establishing Durability Targets: Superposition, Extrapolation Durability

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Page 1: LMS Fundamentals of Durability Rev5 - Home - … Curve, Cycle Counting Loads and Damage Load Characterization Establishing Durability Targets: Superposition, Extrapolation Durability

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Page 1 Siemens PLM Software

Fundamentals of Durability

Page 2: LMS Fundamentals of Durability Rev5 - Home - … Curve, Cycle Counting Loads and Damage Load Characterization Establishing Durability Targets: Superposition, Extrapolation Durability

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Page 2 Siemens PLM Software

Your single provider of solutions

3D simulation solutions

System simulation solutions

Test-based engineering solutions

� Troubleshooting interventions

� Development support from concept to final validation

� Sharing know-how and best practices

� Extensive trainings

Engineering services - Deployment services

From troubleshooting to “Design-Right-First-Time”

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Page 3 Siemens PLM Software

Durability Agenda

S-N Curve, Cycle Counting

Loads and Damage

Load Characterization

Establishing Durability Targets: Superposition, Extrapolation

Durability Basics

Fatigue, Stress, Strain

Fatigue Life Predictions

Infinite Life, Stress Life, Strain Life

Load Determination

Measurements, Multi-Body Simulation

Accelerated Testing & Analysis

RP-Filter, Mission Synthesis

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Page 4 Siemens PLM Software

Durability Engineering in Product DevelopmentC

ost

of

Ch

an

ge

Concept DetailDrawing

Prototype Production FieldFailure

Engineer

Troubleshoot

Validate

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Durability – Why is it important?

Warranty Costs• High rate of return is large liability• Example: Heavy truck

Competitive Advantage• Reputation for reliability• Example: Longest lasting appliance, safest aircraft

Performance• Over-engineering reduces performance• Example: Fuel economy on heavy car

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The Durability Process

Acquisition Analysis Shaker testingSimulation Sign-off

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EnergyWind turbine – blade failure / structural failure

“There is a general trend upward in accident numbers

over the past 10 years.”

Blade failure – 24 accidents in 2009

Structural failure – 15 accidents in 2009

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Civil construction2007 Minneapolis' I-35 Bridge Collapse (2007)

Kenneth Russell, professor MIT, suspects metal

fatigue could be a contributing factor “The bridge

was very near to the fatigue limit and had gone

through many cycles," he says.

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Turbine Blade Failure

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Wall

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Helicopter

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Tacoma Narrow Bridge

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What is fatigue ?Versailles rail crash (1842)

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What is fatigue ? Woehler (1870) railroad axles

Cyclic stress range Can be more important than peak stress

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Sir Robert Hooke

British

(1635-1703)

Tatsuo Endo

Japan

(1925 - 1989)

Famous People In Fatigue

Hooke’s Law of

Elasticity in 1660

Wohler

curves in

1867

August Wohler

German

(1819-1914)

Rainflow Counting in 1968

MA Miner

English

(1915 - 1978)

Miner’s Rule in 1945Goodman

English

(1869 - 1942)

Goodman’s Rule in 1899

Richard Von Mise

Austrian

(1883 - 1953)

Theory of Plasticity

1913

Page 16: LMS Fundamentals of Durability Rev5 - Home - … Curve, Cycle Counting Loads and Damage Load Characterization Establishing Durability Targets: Superposition, Extrapolation Durability

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Page 16 Siemens PLM Software

Durability Agenda

S-N Curve, Cycle Counting

Loads and Damage

Load Characterization

Establishing Durability Targets: Superposition, Extrapolation

Durability Basics

Fatigue, Stress, Strain

Fatigue Life Predictions

Infinite Life, Stress Life, Strain Life

Load Determination

Measurements, Multi-Body Simulation

Accelerated Testing & Analysis

RP-Filter, Mission Synthesis

Page 17: LMS Fundamentals of Durability Rev5 - Home - … Curve, Cycle Counting Loads and Damage Load Characterization Establishing Durability Targets: Superposition, Extrapolation Durability

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Dynamic versus Static Failures

Cyclic Fatigue refers to gradual

degradation and eventual failure that

occurs under loads which vary with time,

and which are lower than the static

strength of the metallic specimen,

component or structure concerned.

The Static Strength is the load which

causes failure in one application.

Page 18: LMS Fundamentals of Durability Rev5 - Home - … Curve, Cycle Counting Loads and Damage Load Characterization Establishing Durability Targets: Superposition, Extrapolation Durability

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Static Strength

Aircraft Wing Bending Test

Bend till Break

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Dynamic (Cyclic) Loading

Dynamic Loads below Static

Strength vary with time

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Definitions

Durability is the ability of something to perform its function long-

lasting and repeatedly.

Failure is Industry specific. For example: Crack growth versus

crack initiation

Page 21: LMS Fundamentals of Durability Rev5 - Home - … Curve, Cycle Counting Loads and Damage Load Characterization Establishing Durability Targets: Superposition, Extrapolation Durability

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Page 22: LMS Fundamentals of Durability Rev5 - Home - … Curve, Cycle Counting Loads and Damage Load Characterization Establishing Durability Targets: Superposition, Extrapolation Durability

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Fatigue Failures in Real Life

Siemens PLM Software

22 copyright LMS International - 2010

Aloha airlines flight #243April 28th, 1988Maui, HI

Fatigue failure occurred due to repeated pressurization of the cabin causing a small crack to rupture in the fuselage, killing a stewardess.

Unrestricted © Siemens AG 2014

Crack Growth

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Definitions

Durability is the ability of something to perform its function long-

lasting and repeatedly.

Failure is Industry specific. For example: Crack growth versus

crack initiation

Fatigue is the progressive and localized structural damage that

occurs when a material is subjected to cyclic loading. Stress and

strain are used to calculate fatigue damage.

Damage – Measure of fatigue. When = 1 by Miner’s Rule, failure

occurs.

Fatigue Life – Inverse of damage (Example: 0.5 damage, is

fatigue life of 2)

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Stress

A

* Normal Stress

How to reduce Stress?

Either:• Increase Area• Reduce Force

Fn

σ = σ = σ = σ = Fn/A

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Stress

A

Fn

* Normal Stress

How to reduce Stress?

Either:• Increase Area• Reduce Force

σ = σ = σ = σ = Fn/A

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Stress

A

Fn

* Normal Stress

Either:• Increase Area• Reduce Force

Reduced cross-sectional area causes stress concentration

Effective Cross-

sectional area

σ = σ = σ = σ = Fn/A

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What about Simulation?

Fn

* Normal Stress

Finite Element Models are used

• When Fn=1: referred to as a “Static Unit Load Case”

• Stress is calculated at each element – as opposed to a predetermined location

• because real geometry is more complex than this . . .

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Strain

lo = original length

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Strain

lo = original length

dl = change in

length

Strain:

εεεε = = = = dl / lo

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Stress and Strain: Hooke’s Law – Young’s Modulus

lo = original length

A

Fn

σ = σ = σ = σ = E εεεε

E = Young’s Modulus

Strain

Str

ess

E is slope

Page 32: LMS Fundamentals of Durability Rev5 - Home - … Curve, Cycle Counting Loads and Damage Load Characterization Establishing Durability Targets: Superposition, Extrapolation Durability

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Sir Robert Hooke

British

(1635-1703)

Tatsuo Endo

Japan

(1925 - 1989)

Wohler

curves in

1867

Famous People In Fatigue

Hooke’s Law of

Elasticity in 1660

August Wohler

French

(1819-1914)

Rainflow Counting in 1968

MA Miner

English

(1915 - 1978)

Miner’s Rule in 1945Goodman

English

(1869 - 1942)

Goodman’s Rule in 1899

Richard Von Mise

Austrian

(1883 - 1953)

Theory of Plasticity

1913

Page 33: LMS Fundamentals of Durability Rev5 - Home - … Curve, Cycle Counting Loads and Damage Load Characterization Establishing Durability Targets: Superposition, Extrapolation Durability

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Stress and Strain: Hooke’s Law – Young’s Modulus

σ = σ = σ = σ = E εεεε

E = Young’s Modulus

Strain

Str

ess

E is slope

Yield Strength

Ultimate

Strength

Rupture

Time Lapsed Video

Page 34: LMS Fundamentals of Durability Rev5 - Home - … Curve, Cycle Counting Loads and Damage Load Characterization Establishing Durability Targets: Superposition, Extrapolation Durability

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Static Stress and Strain Relationship

A - Red – Fixed Area(Engineering Stress)

B - Blue – Changing Area(True Stress)

1 – Ultimate Strength2 – Yield Strength3 – Fracture Strength

1. Necking occurs, applied load decreases

2. Plastic Deformation Begins3. Fracture Occurs4. Strain hardening region5. Necking

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Materials Terms

Creep: is a time-dependent deformation of a material while under an applied load

that is below its yield strength

•Hardness: is the resistance of a material to localized deformation

•Toughness: the ability of a metal to deform plastically and to absorb energy in

the process before fracture

•Yield strength or yield point: of a material is defined in engineering and

materials science as the stress at which a material begins to deform plastically.

•Ductility: is a solid material's ability to deform under tensile stress

• The following list ranks metals from the greatest ductility to least: gold, silver,

platinum, iron, nickel, copper, aluminum, zinc, tin, and lead

• The ductility of steel varies depending on the alloying constituents. Increasing

levels of carbon decreases ductility

•Brittle: A material when subjected to stress, it breaks without significant

deformation (strain)

•Ultimate tensile strength (UTS), often shortened to tensile strength (TS) or

ultimate strength, is the maximum stress that a material can withstand while

being stretched or pulled before necking. Point at which load on specimen

decreases

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Graphical Representation of Material Terms

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Some Material Properties and Failure Modes

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Definition of the Stress Ratio R

t

σσσσ

σσσσm= 0R = -1

stress ratio R= σσσσlower

σσσσupper

σσσσu= 0R = -∞

0

σσσσl= 0R = 0

σσσσu= 2 σσσσl

R = 0.5

σσσσl = 2 σσσσu

R = 2

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Stress Ratio R Plotted On the Haigh Diagram

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Dynamic Stress/Strain Test

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Dynamic Fatigue: Crack initiation and crack growth

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What influences fatigue?

LoadsMaterial

Fatigue

Fatigue Life

Geometry

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What influences fatigue?

Loads•Load level•Uni-axial/multi-axial•Constant/variable

amplitude

Material :•Surface Finish•Residual Stresses•Basic Properties

Fatigue

Fatigue Life

Geometry:•Load Configuration•Notch Severity•Local Stress State

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failure: loading > strength

Applied loading vs. structural strength

LOADS

Material + Geometry

(structural strength)probability

density

strength criterion

Optimal Design – Minimal Overlap – Affordable CostOptimal Design – Minimal Overlap – Affordable Cost

more scatterless

scatter

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typical load ratios of 10% / 90% probability

manufacturinggeometry 1.02

material- controlled 1.15- different welds 1.45

loads (car) 2.00

Today, customer usage is the most

important source of fatigue scattering.

10% 50% 90%failureprobability:

life

load

usagestrength

Sources of Fatigue Scattering

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When were your durability test schedules established ?Applied loading vs. structural strength

probabilitydensity

strength criterion

Wider - Over-Design - More expensiveWider - Over-Design - More expensive

more scatterless

scatter

LOADS

Material + Geometry

(structural strength)

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When were your durability test schedules established ?Applied loading vs. structural strength

probabilitydensity

strength criterion

NOT SO GREAT DESIGNNOT SO GREAT DESIGN

more scatterless

scatter

LOADS

Material + Geometry

(structural strength)!