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RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email: [email protected] 20/08/2015

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Page 1: RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email:

RMCRC Project Update

FULL FIELD 3D STRESS &

FATIGUE DAMAGE MEASUREMENT

Professor Rhys Jones

Monash Centre of Expertise Structural Mechanics (CoE-SM)

Email: [email protected]/08/2015

Page 2: RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email:

A major advantage of this facility is the ability to:

• Rapidly validate finite element designs/analysis

• Rapidly rank and optimise competing designs without the need to perform extensive full scale fatigue testing.

• Assess fatigue performance without the need for a time consuming fatigue test and

• The entire test/evaluation will take less than 1 day

• Designs AND Fitment For Purpose Can be Validated In Unique Purpose Built Full Scale Test Facility

Page 3: RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email:

A Unique Full Scale Full Field 3D Stress Measurement Facility

Page 4: RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email:

Uses Non Contact Infra-Red Stress Analysis To Validate Measure The Full Field 3D Stresses And Fatigue

Performance Under Load

Page 5: RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email:

Background: The change in temperature of a body under load is proportional to the change in stress

DT= -Km.T. Ds

Km = / .a r Cp

=a Linear expansion

= r Density

Cp= Specific heat

= Ds Change in the sum of the principal stressesT is the absolute temperature in KKm is the Thermo-elastic coefficient of material MPa-1

Kelvin’s Law

Page 6: RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email:

Thus by measuring the surface temperatures during loading you can determine

a) The stress distribution over the entire structure

b) The fatigue hot spots over the entire structure

Page 7: RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email:

Example Stresses and Fatigue Damage in a Rail Sleeper

Australian Standard AS 1085.17—2003 calls for the following test

Page 8: RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email:

FIGURE F2 RAIL SEAT REPEATED LOAD TEST RIG ASSEMBLY

Page 9: RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email:

A rail seat assembly repeated load test at IRT in the Department of Mechanical and Aerospace Engineering at Monash University

Page 10: RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email:

Ability to isolate and quantify the highest stressed region

Page 11: RMCRC Project Update FULL FIELD 3D STRESS & FATIGUE DAMAGE MEASUREMENT Professor Rhys Jones Monash Centre of Expertise Structural Mechanics (CoE-SM) Email:

Ability to locate and quantify the fatigue critical regions without the need for exhaustive and time consuming fatigue tests