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ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 200
Paper Publications
Design And Enhancement Of Rear Under-Run
Protection Device For 15 Tonne Capacity HCV
1
Gholap Umesh .S, 2
Prof. Shinde.V.B.
1,2
Amruthvahini college of engineering, Sangamner, Pune, India
Abstract: The heavy commercial vehicles are equipped with under-run protection devices (UPD) to enhance safety
of occupants in small vehicles in the event of under-run. These UPD are popularly classified as RUPD (rear under-
run protection devices), SUPD (side under-run protection devices), and FUPD (front under-run protection
devices). These devices primarily work to improve safety of smaller vehicles by changing its interaction with heavy
vehicles thereby resulting in change in small vehicle structural engagement for energy absorption. Without UPD,
smaller vehicle passenger compartment is likely to interact with stiff commercial vehicle chassis frame structures
Keywords: RUPD,ECE R-58 (Economic Commission Europe Regulation-58), GVWR.
1. INTRODUCTION
Under ride occurs when a small passenger vehicle strikes either front or rear or side of the larger vehicle with relatively
higher mass and bigger in structure, the front hood part of smaller vehicle goes under the rear, front or side of the bigger
vehicle. The small passenger car under rides the larger truck in the worst case, and the large truck’s high profiled structure
can enter the passenger compartment of the smaller car and will collide with the occupants directly at their head and chest
level. This is one of the most highly frequent events that happen in an under ride crash environment. This is called as
“passenger compartment intrusion. Out of all these accidents, truck related accidents incur significantly more fatalities. The
vehicles with gross vehicle weight ratio (GVWR) of more than 10,000 lbs will be considered as a truck. All these accidents
are much more fatal because of mass difference between large truck and small vehicles such as passenger cars and the
difference in stiffness of construction structures
2. LITERATURE SURVEY
The heavy commercial vehicles are equipped with under-run protection devices (UPD) to enhance safety of occupants in
small vehicles in the event of under-run. These UPD are popularly classified as RUPD (rear under-run protection devices),
SUPD (side under-run protection devices), and FUPD (front under-run protection devices). do not revise any of the current
designations.
Dr. T. Ramamohan Rao formulated head on collision contribute significant amount of serious accidents which causes
driver fatalities. The car safety performances can work effectively by providing FUPD to the heavy trucks. The trucks
with UPD can reduce the car driver fatalities by 40 % In India, for Front Under-run Protection Device, IS 14812:2005
regulation is required in for the trucks to meet the safety requirement to protect under running of the passenger car.
Mr. George Joseph’s objective of the study, one under ride protection device for a rear under ride accident was designed
and its performance compared. A quasi static test was performed on guard to test the strength and energy absorption
capacity by withstanding the applied loads. All the constrained and boundary condition used for the study worked well.
Nearly six designs were studied and run simulation to study the effectiveness of each guard and results were plotted.
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 201
Paper Publications
Kaustubh Joshi Head on collision contribute significant amount of serious accidents which causes driver fatalities. The car
safety performances can work effectively by providing UPD to the heavy trucks. The trucks with UPD can reduce the car
driver fatalities by 40 % In India, for Rear Under-run Protection Device, IS 14812:2005 regulation is required in for the
trucks to meet the safety requirement to protect under running of the passenger car. In above said design, the maximum
displacement of RUPD bar is limited to 50mm and the plastic strain is limited
Test Procedure and Requirements:
Fig.1 Loading Device Positions
A horizontal force of 100 kN or 50 per cent of the force generated by the maximum mass of the vehicle, whichever is the
lesser, shall be applied consecutively to two points situated symmetrically about the centre line of the device or the vehicle
whichever is applicable at a minimum distance apart of 700 mm and a maximum of 1 m.
A horizontal force of 50 kN or 25 per cent of the force generated by the maximum mass of the vehicle, whichever is the
lesser, shall be applied consecutively to two points located 300 + 25 mm from the longitudinal planes tangential to the outer
edges of the wheels on the rear axle and to a third point located on the line joining these two points, in the median vertical
plane of the vehicle.
Units –
Table 1 FE Model Unit System
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 202
Paper Publications
Objective:
 Regulation study and extraction of design and safety requirements of RUPD.
 Design of RUPD with reference to applied regulations, Cost and Manufacturing considerations.
 Optimization of RUPD structure to lower weight and increase energy absorption using tools like LS Dyna and Hyper
Works Module.
Fig. 2 work flow diagram
FE Model Information -
Fig.3 CAD Model of RUPD
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 203
Paper Publications
The modeling of the Rear Under-Run Protection Device has been done in CATIA V5 R20. The full assembly model of
the rear under Guard and its different components are shown in figure.
Material & Thickness Details:
Loading Device Details:
Fig.4Material thickness & Loading Device Details
The Loading device consists of two blocks which are connected at center using revolute joint so that the device will be
always in normal direction at every time during loading process. The loading device is modeled with LS Dyna Material
Type 20 rigid material model load requirements.
Table 2 load requirements
Loading Device Position P1 P2 P3
Load Requirements 36.78 KN 73.57 KN 36.78 KN
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 204
Paper Publications
3. RESULTS FOR BASELINE DESIGN
The boundary condition and the load applied are shown in figure
Fig.5 Boundary conditions
Baseline Results (Load case – P2 LHS):
The baseline model is been designed according to the ECE R-58 and AIS 14812-2005 Regulation but it fails to meet the
load requirement. All other parts like the vehicle body and engine are not taken into consideration
Overall Plots:
We have taken FE 690 material for the c channel. The material is not able to withstand the impact load. The stress value
of the material does not meet the regulation
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 205
Paper Publications
RUPD Load Carrying Capacity:
Observation - The maximum load carrying capacity of RUPD observed is 48.55 kN. Hence does not meet regulatory
requirement of 73.575kN. All parts show localized high plastic strains hence structural integrity is assumed safe
Conclusion Attachment bracket connecting Pipe & C – channels shows large displacement & need to be strengthened.
Baseline Results (Load case – P3 LHS)
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 206
Paper Publications
RUPD Load Carrying Capacity for P3 load case:
Observation and conclusion- The maximum load carrying capacity of RUPD observed is 67.637 kN. Hence meets
regulatory requirement of 36.7875 kN. All parts show plastic strains below material failure limit. Hence structural
integrity is met.
Conclusion for entire baseline results - RUPD baseline design meets P3 load case requirements. It does not meet P2&
P1 load case requirement. As P2 load is high we will first design and optimize the structure for P2 load case iteratively
and then check it for P1 & P3 load case respectively.
4. RESULTS OF DESIGN ITERATIONS
Loadcase – P2 LHS – Iteration 1
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 207
Paper Publications
Overall Plots -
RUPD Load Carrying Capacity:
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 208
Paper Publications
Observation & Conclusion - The maximum load carrying capacity of RUPD observed is 51.329 kN. Hence does not meet
regulatory requirement of 73.575kN. Adding of additional welding to inner C channel can increase RUPD strength.
Length of attachment bracket should be increased to increase its load carrying capacity in initial phase. A stiffener can be
added to outer c channel to increase strength
Load case – P2 LHS – Iteration 2:
Design Changes- A design modification is done on the C channel which is a part of the RUPD Model. The stiffener added
back side of the C channel. The length of the clamp increased by 200mm. other side of the channel we added welding this
all design changes shown in the fig.
Overall Plots:
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 209
Paper Publications
Observation & Conclusion - The maximum load carrying capacity of RUPD observed is 54.647 kN. Hence does not
meet regulatory requirement of 73.575kN. Higher grade material for attachment bracket & pipe is recommended to
increase load carrying capacity of RUPD.
Design Changes for Iteration 3:
The length of the clamp increased by 200mm and material changed to FE690. Other side of the channel we added
welding. The material of pipe changed to FE690 this all design changes shown in the fig.
Overall Plots:
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 210
Paper Publications
Observation & Conclusion-The maximum load carrying capacity of RUPD observed is 58.515kN. Hence does not meet
regulatory. Additional stiffening bracket to be welded between C Channel & attachment bracket to increase strength
requirement of 73.575kN.
Load case – P2 LHS – Iteration 4:
Design Changes- A design modification is done on the C channel which is a part of the RUPD Model. The stiffener
added back side of the C channel. The length of the clamp increased by 200mm and material changed to FE690. Other
side of the channel we added welding. The material of pipe changed to FE690 this all design changes shown in the fig
Overall Plots:
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 211
Paper Publications
RUPD Load Carrying Capacity:
Observation & Conclusion - The maximum load carrying capacity of RUPD observed is77.463kN. Hence meets
regulatory requirement of 73.575kN.All parts show localized high plastic strains hence structural integrity is assumed
safe.
5. CONCLUSION
• The various iterations done for design enhancement of RUPD shows incremental improvement in load carrying
capacity from 48.55 kN to 77.463kN. Hence meets the required regulatory requirement.
• The RUPD design thus achieved through incremental design changes is close to optimum design.
• Basic shaped design parts like C- Channels, pipe & stiffener plates were used to meet regulatory requirements. Thus
the cost of RUPD is kept low.
6. FUTURE SCOPE
 Further use of mechanisms like spring damper systems, crushable aluminum section etc can be verified to achieve
long life for RUPD and improved crashworthiness characteristics.
 Use of alternate materials like carbon fiber, foams, plastics etc can be studied to lower the RUPD mass.
ISSN 2393-8471
International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME)
Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org
Page | 212
Paper Publications
 Intelligent RUPD design can be thought of which can retract while reversing of vehicle & operating normally when
truck cruises in forward direction.
 FEA prediction of tests can be further improved by using finer mesh size, accurate modeling of welds, prediction of
weld failure, consideration to material etc.
ACKNOWLEDGMENT
I would like to take this opportunity to express my respect, deep gratitude & regards to my guide Prof. Shinde.V.B.
Without whose help this work would not have been successful. I express my sincere thanks to Prof. Borkar. B.R. for
giving me all his support & cooperation for my project work.
REFERENCES
[1] Erk, Onur, H. Ali Solak, and Berna Balta. "Heavy Duty Truck Rear Under runs Protection Design For Regulative
Load Cases." Otomotiv Teknolojileri Kongresi (2014): 26-27.
[2] Gombi, Satish, Mahendra SB, and H. Amithkumar. "ENERGY ABSORPTION ANALYSIS OF RUPD."
[3] Khore, A. K., & Jain, T. “Effect of Change in Thickness of Rear Under Run Protection Device on Energy
Absorption & Crashworthiness”(2013). s.l. : International Journal of Engineering.
[4] Wei, S., Lei, Z., Lei, M., & Liu, Y.,’’The comparative analysis of the crank-slider-CST and traditional low rear
protective device of truck: The comarison of three kinds of low rear protective devices of truck’’. (2011), April,
Consumer Electronics, Communications and Networks (CECNet), International Conference IEEE, pp. pp. 821-824.
[5] Hong-fei, L., Tao, P., Hong-guo, X., Li-dong, T., & Li-li, S. “Research on the intelligent rear under-run protection
system for trucks. In Intelligent Control and Automation (WCICA)”.), 8th World Congress IEEE,(2010) pp. pp.
5274-5278.
[6] Economic Commission For Europe. Regulation_ECER58_r058r2e.doc. www.unece.org. [Online] 2013.
[7] Knight, T L Smith and I. “Review of Side and Underrun gard regulations and exemptions. s.l. : TRL Limited”,
(2004.
[8] [8] Jose Ricardo, Lenzi Mariolani, Antonio Celso Fonseca De Arruda, Luis Otto Faber Schmutzler, “Development
Of New under ride Guards for Enhancement of Compatibility between Trucks and Cars”, State University of
Campinas, Brazil, Paper Number 425.

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Design and Enhancement of Rear Under-Run Protection Device For 15 Tonne Capacity HCV

  • 1. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 200 Paper Publications Design And Enhancement Of Rear Under-Run Protection Device For 15 Tonne Capacity HCV 1 Gholap Umesh .S, 2 Prof. Shinde.V.B. 1,2 Amruthvahini college of engineering, Sangamner, Pune, India Abstract: The heavy commercial vehicles are equipped with under-run protection devices (UPD) to enhance safety of occupants in small vehicles in the event of under-run. These UPD are popularly classified as RUPD (rear under- run protection devices), SUPD (side under-run protection devices), and FUPD (front under-run protection devices). These devices primarily work to improve safety of smaller vehicles by changing its interaction with heavy vehicles thereby resulting in change in small vehicle structural engagement for energy absorption. Without UPD, smaller vehicle passenger compartment is likely to interact with stiff commercial vehicle chassis frame structures Keywords: RUPD,ECE R-58 (Economic Commission Europe Regulation-58), GVWR. 1. INTRODUCTION Under ride occurs when a small passenger vehicle strikes either front or rear or side of the larger vehicle with relatively higher mass and bigger in structure, the front hood part of smaller vehicle goes under the rear, front or side of the bigger vehicle. The small passenger car under rides the larger truck in the worst case, and the large truck’s high profiled structure can enter the passenger compartment of the smaller car and will collide with the occupants directly at their head and chest level. This is one of the most highly frequent events that happen in an under ride crash environment. This is called as “passenger compartment intrusion. Out of all these accidents, truck related accidents incur significantly more fatalities. The vehicles with gross vehicle weight ratio (GVWR) of more than 10,000 lbs will be considered as a truck. All these accidents are much more fatal because of mass difference between large truck and small vehicles such as passenger cars and the difference in stiffness of construction structures 2. LITERATURE SURVEY The heavy commercial vehicles are equipped with under-run protection devices (UPD) to enhance safety of occupants in small vehicles in the event of under-run. These UPD are popularly classified as RUPD (rear under-run protection devices), SUPD (side under-run protection devices), and FUPD (front under-run protection devices). do not revise any of the current designations. Dr. T. Ramamohan Rao formulated head on collision contribute significant amount of serious accidents which causes driver fatalities. The car safety performances can work effectively by providing FUPD to the heavy trucks. The trucks with UPD can reduce the car driver fatalities by 40 % In India, for Front Under-run Protection Device, IS 14812:2005 regulation is required in for the trucks to meet the safety requirement to protect under running of the passenger car. Mr. George Joseph’s objective of the study, one under ride protection device for a rear under ride accident was designed and its performance compared. A quasi static test was performed on guard to test the strength and energy absorption capacity by withstanding the applied loads. All the constrained and boundary condition used for the study worked well. Nearly six designs were studied and run simulation to study the effectiveness of each guard and results were plotted.
  • 2. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 201 Paper Publications Kaustubh Joshi Head on collision contribute significant amount of serious accidents which causes driver fatalities. The car safety performances can work effectively by providing UPD to the heavy trucks. The trucks with UPD can reduce the car driver fatalities by 40 % In India, for Rear Under-run Protection Device, IS 14812:2005 regulation is required in for the trucks to meet the safety requirement to protect under running of the passenger car. In above said design, the maximum displacement of RUPD bar is limited to 50mm and the plastic strain is limited Test Procedure and Requirements: Fig.1 Loading Device Positions A horizontal force of 100 kN or 50 per cent of the force generated by the maximum mass of the vehicle, whichever is the lesser, shall be applied consecutively to two points situated symmetrically about the centre line of the device or the vehicle whichever is applicable at a minimum distance apart of 700 mm and a maximum of 1 m. A horizontal force of 50 kN or 25 per cent of the force generated by the maximum mass of the vehicle, whichever is the lesser, shall be applied consecutively to two points located 300 + 25 mm from the longitudinal planes tangential to the outer edges of the wheels on the rear axle and to a third point located on the line joining these two points, in the median vertical plane of the vehicle. Units – Table 1 FE Model Unit System
  • 3. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 202 Paper Publications Objective:  Regulation study and extraction of design and safety requirements of RUPD.  Design of RUPD with reference to applied regulations, Cost and Manufacturing considerations.  Optimization of RUPD structure to lower weight and increase energy absorption using tools like LS Dyna and Hyper Works Module. Fig. 2 work flow diagram FE Model Information - Fig.3 CAD Model of RUPD
  • 4. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 203 Paper Publications The modeling of the Rear Under-Run Protection Device has been done in CATIA V5 R20. The full assembly model of the rear under Guard and its different components are shown in figure. Material & Thickness Details: Loading Device Details: Fig.4Material thickness & Loading Device Details The Loading device consists of two blocks which are connected at center using revolute joint so that the device will be always in normal direction at every time during loading process. The loading device is modeled with LS Dyna Material Type 20 rigid material model load requirements. Table 2 load requirements Loading Device Position P1 P2 P3 Load Requirements 36.78 KN 73.57 KN 36.78 KN
  • 5. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 204 Paper Publications 3. RESULTS FOR BASELINE DESIGN The boundary condition and the load applied are shown in figure Fig.5 Boundary conditions Baseline Results (Load case – P2 LHS): The baseline model is been designed according to the ECE R-58 and AIS 14812-2005 Regulation but it fails to meet the load requirement. All other parts like the vehicle body and engine are not taken into consideration Overall Plots: We have taken FE 690 material for the c channel. The material is not able to withstand the impact load. The stress value of the material does not meet the regulation
  • 6. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 205 Paper Publications RUPD Load Carrying Capacity: Observation - The maximum load carrying capacity of RUPD observed is 48.55 kN. Hence does not meet regulatory requirement of 73.575kN. All parts show localized high plastic strains hence structural integrity is assumed safe Conclusion Attachment bracket connecting Pipe & C – channels shows large displacement & need to be strengthened. Baseline Results (Load case – P3 LHS)
  • 7. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 206 Paper Publications RUPD Load Carrying Capacity for P3 load case: Observation and conclusion- The maximum load carrying capacity of RUPD observed is 67.637 kN. Hence meets regulatory requirement of 36.7875 kN. All parts show plastic strains below material failure limit. Hence structural integrity is met. Conclusion for entire baseline results - RUPD baseline design meets P3 load case requirements. It does not meet P2& P1 load case requirement. As P2 load is high we will first design and optimize the structure for P2 load case iteratively and then check it for P1 & P3 load case respectively. 4. RESULTS OF DESIGN ITERATIONS Loadcase – P2 LHS – Iteration 1
  • 8. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 207 Paper Publications Overall Plots - RUPD Load Carrying Capacity:
  • 9. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 208 Paper Publications Observation & Conclusion - The maximum load carrying capacity of RUPD observed is 51.329 kN. Hence does not meet regulatory requirement of 73.575kN. Adding of additional welding to inner C channel can increase RUPD strength. Length of attachment bracket should be increased to increase its load carrying capacity in initial phase. A stiffener can be added to outer c channel to increase strength Load case – P2 LHS – Iteration 2: Design Changes- A design modification is done on the C channel which is a part of the RUPD Model. The stiffener added back side of the C channel. The length of the clamp increased by 200mm. other side of the channel we added welding this all design changes shown in the fig. Overall Plots:
  • 10. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 209 Paper Publications Observation & Conclusion - The maximum load carrying capacity of RUPD observed is 54.647 kN. Hence does not meet regulatory requirement of 73.575kN. Higher grade material for attachment bracket & pipe is recommended to increase load carrying capacity of RUPD. Design Changes for Iteration 3: The length of the clamp increased by 200mm and material changed to FE690. Other side of the channel we added welding. The material of pipe changed to FE690 this all design changes shown in the fig. Overall Plots:
  • 11. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 210 Paper Publications Observation & Conclusion-The maximum load carrying capacity of RUPD observed is 58.515kN. Hence does not meet regulatory. Additional stiffening bracket to be welded between C Channel & attachment bracket to increase strength requirement of 73.575kN. Load case – P2 LHS – Iteration 4: Design Changes- A design modification is done on the C channel which is a part of the RUPD Model. The stiffener added back side of the C channel. The length of the clamp increased by 200mm and material changed to FE690. Other side of the channel we added welding. The material of pipe changed to FE690 this all design changes shown in the fig Overall Plots:
  • 12. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 211 Paper Publications RUPD Load Carrying Capacity: Observation & Conclusion - The maximum load carrying capacity of RUPD observed is77.463kN. Hence meets regulatory requirement of 73.575kN.All parts show localized high plastic strains hence structural integrity is assumed safe. 5. CONCLUSION • The various iterations done for design enhancement of RUPD shows incremental improvement in load carrying capacity from 48.55 kN to 77.463kN. Hence meets the required regulatory requirement. • The RUPD design thus achieved through incremental design changes is close to optimum design. • Basic shaped design parts like C- Channels, pipe & stiffener plates were used to meet regulatory requirements. Thus the cost of RUPD is kept low. 6. FUTURE SCOPE  Further use of mechanisms like spring damper systems, crushable aluminum section etc can be verified to achieve long life for RUPD and improved crashworthiness characteristics.  Use of alternate materials like carbon fiber, foams, plastics etc can be studied to lower the RUPD mass.
  • 13. ISSN 2393-8471 International Journal of Recent Research in Civil and Mechanical Engineering (IJRRCME) Vol. 2, Issue 1, pp: (200-212), Month: April 2015 – September 2015, Available at: www.paperpublications.org Page | 212 Paper Publications  Intelligent RUPD design can be thought of which can retract while reversing of vehicle & operating normally when truck cruises in forward direction.  FEA prediction of tests can be further improved by using finer mesh size, accurate modeling of welds, prediction of weld failure, consideration to material etc. ACKNOWLEDGMENT I would like to take this opportunity to express my respect, deep gratitude & regards to my guide Prof. Shinde.V.B. Without whose help this work would not have been successful. I express my sincere thanks to Prof. Borkar. B.R. for giving me all his support & cooperation for my project work. REFERENCES [1] Erk, Onur, H. Ali Solak, and Berna Balta. "Heavy Duty Truck Rear Under runs Protection Design For Regulative Load Cases." Otomotiv Teknolojileri Kongresi (2014): 26-27. [2] Gombi, Satish, Mahendra SB, and H. Amithkumar. "ENERGY ABSORPTION ANALYSIS OF RUPD." [3] Khore, A. K., & Jain, T. “Effect of Change in Thickness of Rear Under Run Protection Device on Energy Absorption & Crashworthiness”(2013). s.l. : International Journal of Engineering. [4] Wei, S., Lei, Z., Lei, M., & Liu, Y.,’’The comparative analysis of the crank-slider-CST and traditional low rear protective device of truck: The comarison of three kinds of low rear protective devices of truck’’. (2011), April, Consumer Electronics, Communications and Networks (CECNet), International Conference IEEE, pp. pp. 821-824. [5] Hong-fei, L., Tao, P., Hong-guo, X., Li-dong, T., & Li-li, S. “Research on the intelligent rear under-run protection system for trucks. In Intelligent Control and Automation (WCICA)”.), 8th World Congress IEEE,(2010) pp. pp. 5274-5278. [6] Economic Commission For Europe. Regulation_ECER58_r058r2e.doc. www.unece.org. [Online] 2013. [7] Knight, T L Smith and I. “Review of Side and Underrun gard regulations and exemptions. s.l. : TRL Limited”, (2004. [8] [8] Jose Ricardo, Lenzi Mariolani, Antonio Celso Fonseca De Arruda, Luis Otto Faber Schmutzler, “Development Of New under ride Guards for Enhancement of Compatibility between Trucks and Cars”, State University of Campinas, Brazil, Paper Number 425.