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Structure borne nvh. This presentation nicely sets out the basics for noise and vibration harshness. The authors are Duncan Goetchius Gogate
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NVH Workshop
Presenters:
A. E. Duncan Material Sciences Corp.
G. Goetchius Material Sciences Corp.
S. Gogate DaimlerChrysler Corp.
Sponsored By:SAE Noise and Vibration Committee
Structure Borne NVH BasicsSAE 2007 NVH Conference; St. Charles, Illinois
Wednesday Evening, May 16, 2007
NVH Workshop
NVH Workshop Topic Outline Introduction Fundamentals in NVH Automotive NVH Load Conditions Low Frequency Basics Live Noise Attenuation Demo Mid Frequency Basics Utilization of Simulation Models Closing Remarks
NVH Workshop
The Fundamental Secret ofStructure Borne
NVH Performance
The Fundamental Secret ofStructure Borne
NVH Performance
Revealed here today !
NVH Workshop
Primary References (Workshop Basis: 4 Papers)
1. A. E. Duncan, et. al., Understanding NVH Basics, IBEC, 1996
2. A. E. Duncan, et. al., MSC/NVH_Manager Helps Chrysler Make Quieter Vibration-free Vehicles, Chrysler PR Article, March 1998.
3. B. Dong, et. al., Process to Achieve NVH Goals: Subsystem Targets via Digital Prototype Simulations, SAE 1999-01-1692, NVH Conference Proceedings, May 1999.
4. S. D. Gogate, et. al., Digital Prototype Simulations to Achieve Vehicle Level NVH Targets in the Presence of Uncertainties,
SAE 2001-01-1529, NVH Conference Proceedings, May 2001
Structure Borne NVH References
Available online at www.AutoAnalytics.com
Structure Borne NVH Workshop - on Internet
NVH Workshop
Supplemental References5. T.D. Gillespie, Fundamentals of Vehicle Dynamics, SAE 1992
(Also see SAE Video Lectures Series, same topic and author)6. D. E. Cole, Elementary Vehicle Dynamics, Dept. of Mechanical
Engineering, University of Michigan, Ann Arbor, Michigan, Sept. 1972
7. J. Y. Wong, Theory of Ground Vehicles, John Wiley & Sons, New York, 1978
8. Kompella, M. S., and Bernhard, J., Measurement of the Statistical Variation of Structural-Acoustic Characteristics of Automotive Vehicles, SAE No. 931272, 1993
9. Freymann, R., and Stryczek, R., A New Optimization Approach in the Field of Structural-Acoustics, SAE No. 2000-01-0729, 2000
Structure Borne NVH References
NVH Workshop
NVH Workshop Topic Outline Introduction
Fundamentals in NVH
Automotive NVH Load Conditions
Low Frequency Basics
NVH Workshop
Rideand
Handling
NVH Durability
ImpactCrashWorthiness
Competing Vehicle Design Disciplines
NVH Workshop
NVH Workshop Topic Outline Introduction
Fundamentals in NVH
NVH Load Conditions
Low Frequency Basics
NVH Workshop
Fundamentals in NVH
What is N, V and H?
Time and Frequency Relation
Subjective to Objective Conversions
Single Degree of Vibration and Vibration Isolation Principle
Automotive NVH Frequency Range
NVH Workshop
What is N, V and H?(in Automotive Context)
Noise : Vibration perceived audibly and characterized as sensations of pressure by the ear
Together, they define the measure of vehicle NVH Quality
Based on SAEJ670e Standard (Vehicle Dynamics Committee July 1952)
Vibration : Perceived tactually (at vehicle occupant interface points of steering column, seats, etc.
Harshness : Related to transient nature of vibration and noise associated with abrupt transition in vehicle motion. It could be perceived both tactually and audibly
NVH Workshop
Time and Frequency Relation
TactileTactile
AcousticAcoustic
Operating loads Operating loadsOperating loads
TactileTactile
Time (Sec)
Tact
ile o
r Aco
ustic
Res
pons
e
Responses perceived in vehicle vary with time as vehicle operates under loads
Responses are usually steady state and periodic in nature
It is convenient and intuitive to consider responses in frequency domain while preserving the signal content
NVH Workshop
Time and Frequency Relation Conversion to frequency domain lends to formulation of principles for addressing structure borne NVH
Am
plitu
de
Time
Frequency (Hz)
5 Hz(Vehicle RigidBody Mode)
15 Hz(SuspensionMode)
25 Hz(Vehicle FlexibleBody Mode)
40 Hz(ColumnMode)
Overall Response, X(t)
Time (Sec)
Phas
ed S
umm
atio
n
X(f)
NVH Workshop
Time and Frequency Relation
X ( f ) = Fourier Transform of X ( t )
Mathematically Speaking .
NVH Workshop
Time and Frequency Relation Responses can be obtained in frequency domain either through Fourier Transform of time domain signal or directly in frequency domain
Vehicle System Fourier TransformX ( t ) X ( f )F ( t )
Test World
X ( f )
Common in Simulation World
Vehicle SystemF ( f )
Fourier Transform
NVH Workshop
Total 2178.2 Kg (4800LBS)Mass Sprung 1996.7 Kg
Unsprung 181.5 Kg (8.33% of Total)Powertrain 181.5 Kg
Tires 350.3 N/mmKF 43.8 N/mmKR 63.1 N /mmBeam mass lumped on grids like a beam M2,3,4 =2 * M1,5
31
8
2
6
4
7
5
NVH Model of Unibody Passenger CarSymbolic Outline
From Reference 6
NVH Workshop
Excitation Bump Profile
0.0
5.0
10.0
15.0
20.0
0 100 200 300 400 500
Distance (mm)
Pro
file
Hei
ght
(mm
) Profile
On to 100,380
NVH Workshop
Pitch at Mid-Car DOF3
-1.0E-04
-8.0E-05
-6.0E-05
-4.0E-05
-2.0E-05
0.0E+00
2.0E-05
4.0E-05
6.0E-05
8.0E-05
1.0E-04
0 1 2 3Time (sec.)
Ro
tati
on
- R
adia
ns Base Model
NVH Workshop
Pitch Response - Baseline Model
1.E-08
1.E-07
1.E-06
1.E-05
1.E-04
0.0 5.0 10.0 15.0 20.0Frequency Hz
Ro
tati
on
Rad
ian
s
Base Model
NVH Workshop
FFT of the Input Bump
1.E-06
1.E-05
1.E-04
1.E-03
1.E-02
1.E-01
0.E+00 4.E-03 8.E-03 1.E-02 2.E-02 2.E-02
Cycles / mm
Ampl
itude
mm
Bump FFT
Transform Input Force to F(f)
20 Hz @ 45 MPH
0.0 20.0 Hz
Amplitude is Approximately Constant over the Frequency Range
Constant Displacement
NVH Workshop
P itch at M id -C ar D O F 3
1 .0 E-0 8
1 .0 E-0 7
1 .0 E-0 6
1 .0 E-0 5
1 .0 E-0 4
0 5 1 0 1 5 2 0F req u en cy H z
Ro
tati
on
Rad
ian
s Tim e Dom ain F F TF F T of Input
NVH Workshop
Subjective to Objective Conversions
Subjective NVH Ratings are typically based on a 10 Point Scale resulting from Ride Testing
A 2 1/2 A 1Represents 1.0 Rating Change
TACTILE: 50% reduction in motion
SOUND : 6.dB reduction in sound pressure level ( long standing rule of thumb )
Receiver Sensitivity is a Key Consideration
NVH Workshop
m
APPLIED FORCE
F = FO sin 2 f t
k c FT
TR = FT / F
TransmittedForce
Single Degree of Freedom Vibration
= f 2fn 2 ) 2ffn
( 2 d ) 21 +1 + ffn( 2 d ) 21 +
( 1- ffn( 2 d ) 2+
d = fraction of critical dampingfn = natural frequency (k/m)f = operating frequency
NVH Workshop
0 1 2 3 4 50
1
2
3
4Tr
ansm
issi
bilit
y R
atio
1.414
0.5
0.1
0.15
0.375
1.0
0.25
Frequency Ratio (f / fn)
Vibration Isolation Principle
m
APPLIED FORCEF = FO sin 2 f t
k c FT
TR = FT / F
TransmittedForce
Isolation RegionIsolation Region
NVH Workshop
Excitation Force Comingfrom Engine F0
FT
Transmissibility Force Ratio is FT/F0
Isolation from an Applied Force
Support Forces Transmitted to Body
Example:A 4 Cyl. Excitation for Firing
Pulse at 700 RPM has a second order gas pressure torque at 23.3 Hz. Thus, to obtain isolation, the engine roll mode must be below 16.6 Hz.
NVH Workshop
Structure Borne NoiseAirborne Noise
Res
pons
e
Log Frequency
LowGlobal Stiffness
Mid
Local Stiffness+
Damping
High
Absorption+
Mass+
Sealing
~ 150 Hz ~ 1000 Hz ~ 10,000 Hz
Automotive NVH Frequency Range
NVH Workshop
NVH Workshop Outline Introduction
Fundamentals in NVH
NVH Load Conditions
Low Frequency Basics
NVH Workshop
Two Main Sources
Noise and Vibration Sources
Suspension Powertrain
NVH Workshop
Typical NVH Pathways to the Passenger
PATHS FOR
STRUCTURE BORNE
NVH
NVH Workshop
Powertrain Induced
NVH Workshop
NVH Workshop Topic Outline Introduction
Fundamentals in NVH
NVH Load Conditions
Low Frequency Basics
NVH Workshop
RECEIVER
PATH
SOURCE
Low Frequency NVH Fundamentals
NVH Workshop
Vibration and Noise Attenuation Methods
Main Attenuation Strategies Reduce the Input Forces from the Source
Provide Isolation
Mode Management
Nodal Point Mounting
Dynamic Absorbers
NVH Workshop
8 Degree of Freedom Vehicle NVH Model
1 2 4 5
6 7
8
3
TiresWheels
SuspensionSprings
Engine Mass
EngineIsolator
Flexible Beam for Body
NVH Workshop
Vibration and Noise Attenuation Methods
Main Attenuation Strategies Reduce the Input Forces from the Source
Provide Isolation
Mode Management
Nodal Point Mounting
Dynamic Absorbers
NVH Workshop
Reduction of Input Forces from the Source
Road Load Excitation Use Bigger / Softer Tires Reduce Tire Force Variation Drive on Smoother Roads
Powertrain Excitation Reduce Driveshaft Unbalance Tolerance Use a Smaller Output Engine Move Idle Speed to Avoid Excitation Alignment Modify Reciprocating Imbalance to alter Amplitude or
Plane of Action of the Force.
NVH Workshop
Vibration and Noise Attenuation Methods
Main Attenuation Strategies Reduce the Input Forces from the Source
Provide Improved Isolation
Mode Management
Nodal Point Mounting
Dynamic Absorbers
NVH Workshop
8 Degree of Freedom Vehicle NVH ModelForce Applied to Powertrain Assembly
Forces at Powertrain could represent a First OrderRotating Imbalance
1 2 4 5
6 7
8
3
Feng
NVH Workshop
Engine Isolation Example
Response at Mid Car
0.0001
0.0010
0.0100
0.1000
1.0000
5.0 10.0 15.0 20.0Frequency Hz
Velo
city
(mm
/sec
)
Constant Force Load; F ~ A 15.9 Hz8.5 Hz7.0 Hz
700 Min. RPM First Order UnbalanceOperation Range of Interest
NVH Workshop
Concepts for Increased IsolationDouble isolation is the typical strategy for further improving isolation of a given vehicle design.
Subframe is Intermediate Structure
Suspension Bushing is first level
Second Level of Isolation is at Subframe
to Body Mount
NVH Workshop
8 Degree of Freedom Vehicle NVH ModelRemoved Double Isolation Effect
1 2 4 5
6 7
8
3
WheelMass
Removed
NVH Workshop
Double Isolation ExampleVertical Response at DOF3
0.0E+00
1.0E+00
2.0E+00
3.0E+00
4.0E+00
5.0E+00
6.0E+00
5.0 10.0 15.0 20.0Frequency Hz
Velo
city
(m
m/s
ec)
Base Model
Without Double_ISO
1.414*fn
NVH Workshop
Vibration and Noise Attenuation Methods
Main Attenuation Strategies Reduce the Input Forces from the Source
Provide Isolation
Mode Management
Nodal Point Mounting
Dynamic Absorbers
NVH Workshop
Mode Management
Provide Separation between:
Critical modes of Sub-systems in Vehicle (e.g. Body, Suspension, Powertrain, etc.)
Critical modes of Sub-systems and Excitation
NVH Workshop
1 2 4 5
6 7
8
3
Beam Stiffness which represents the body stiffness was adjusted to align Bending Frequency with Suspension Modes and then progressively separated back to Baseline.
Need for Mode Management
Baseline Bending 18.2 Hz
Baseline Suspension 10.6 Hz
TiresWheels
SuspensionSprings
Flexible Beam for Body