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STRUCTURAL ANALYSIS OF INTEGRATION OF A
NON-CYLINDRICAL CNG TANK
BY PRATHAMESH P. DESHPANDE
ADVISORDR. GREGORY M. ODEGARD
TOPICS
• Introduction• Objective• Design modifications• Finite Element Analysis (FEA)• Results• Conclusion• Future work
INTRODUCTION
• Use of CNG as an alternate automobile fuel• Development of non-cylindrical CNG fuel tank• Integration of the tank in the underbody• Availability of entire cargo space
[Untitled illustration of CNG powered pickup truck]. Retrieved June 22, 2015 from http://www.gmfleet.com/vehicle-overviews/fuel-efficiency/bi-fuel.html
OBJECTIVE
• Integrating heavier tanks on the frame possible
• Modifying the CAD of the vehicle underbody
• Performing FEA to validate integration of 7 rectangular tanks on the frame
Odegard, G. M. (2015). Seven quarter scale tanks positioned under truck. Retrieved June 22, 2015 from Updates on Conformable Tank Development PowerPoint presentation
CAD MODIFICATIONS
• List of modifications• Initial design • Final design
LIST OF MODIFICATIONS
• Removal of default gas tank• Redesign and relocation of
exhaust• Removal of spare tire• Inclusion of secondary small gas
tank
INITIAL DESIGN
FINAL DESIGN
FINITE ELEMENT ANALYSIS
• Original Chassis ConfigurationoStructureoMesh validationoMesh parametersoMesh patternoMaterialoLoad estimationoForces and constraintsoResults
STRUCTUREC-channel Side railsCross-membersMounting brackets
MESH VALIDATION
0 0.2 0.4 0.6 0.8 1 1.20
1
2
3
4
5
6
7
8
9
10
[X VALUE], [Y VALUE]
[X VALUE], [Y VALUE]
von Mises stress (ksi) vs Element size (inches)
Element Size (inches)
von
Mise
s str
ess (
ksi)
MESH PARAMETERS
• Mesh type - 2D mixed mesh• Element size – 0.1 inch• Aspect ratio (< 5) – 4.93• Skewness (< 45 deg) – 40• Jacobian (> 0.6) – 0.6• Connectors – 1D seam
MESH PATTERN
MATERIAL
Sr. No. Property English Metric
1 Yield Strength 55 ksi 380 MPa
2 Tensile Strength 95 ksi 650 MPa
3 Elastic Modulus 29900 ksi 206 GPa
4 Poisson’s Ratio 0.29 0.29
5 Density 0.28 lbs./in3 7.75 g/cc
GM 980X- High strength steel
Rashid, M. (1977). GM 980X - Potential Applications and Review. SAE Technical Paper 770211, 1977, doi: 10.4271/770211.
LOAD ESTIMATION
• Total load on the frame = 7120 lbs.• Load on front section = 4200.8 lbs. (233.38 lbs. on each location)• Load on rear section = 2919.2 lbs. (364.9 lbs. on each location)
Front section (passenger car)Rear section (cargo)
FORCES AND CONSTRAINTS
F = 233.38 lbs.R = 364.9 lbs.
RESULTSMaximum displacement = 0.027 inches
Maximum von Mises stress = 47.55 ksi
FINITE ELEMENT ANALYSIS
• Modified Chassis ConfigurationoStructureoMaterialoUpdated loadsoResults
STRUCTUREC-channel Side railsCross-membersMounting bracketsSide tank bracketsBack tank bracket
MATERIAL
Sr. No. Property English Metric
1 Yield Strength 36.3 ksi 250 MPa
2 Tensile Strength 58 ksi – 79.8 ksi 400 MPa – 550 MPa
3 Elastic Modulus 29000 ksi 200 GPa
4 Poisson’s Ratio 0.26 0.26
5 Density 0.284 lbs./in3 7.85 g/cc
GM 980X for frame and A36 mild steel for brackets
Matweb, LLC. (2015). ASTM A36 Steel, plate. Retrieved June 22, 2015, from http://www.matweb.com/search/datasheet.aspx?matguid=d1844977c5c8440cb9a3a967f8909c3a
UPDATED LOADS
• Load due to tank integration = 700 lbs. • Removal of weight from original load case = 215 lbs.
RESULTSMaximum displacement = 0.11 inches
Maximum von Mises stress = 51.6 ksi
RESULTS SUMMARY
Sr.
No.
Frame
Configuration
Component Material Maximum
Displacement
(inch)
Maximum von
Mises stress (ksi)
Yield
strength (ksi)
Factor of
safety
1 Original Frame GM 980X 0.027 47.55 55 1.16
2 Modified
Frame GM 980 X 0.031 45.94 55 1.2
Side brackets A36 mild steel 0.069 10.063 36.3 3.61
Back bracket A36 mild steel 0.11 51.604 36.3 0.70
CONCLUSION
• Integration of the tanks is possible• Correct approach of mounting the
front 4 tanks• Failure of back bracket cannot be
established• Essential to include trailer hitch
assembly in future simulations
FUTURE WORK
• Finalize design of brackets• Perform impact analysis on brackets and tanks• Conceptualize brackets for phase II tanks
THANK YOU