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International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 –
6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME
68
CANISTER TESTING CHAMBER DESIGN & ANALYSIS USING FEM
K. Srinivasulu Reddy
Professor, Mechanical Engineering Department
Sreenidhi Institute of Science & Technology, Hydeabad
ABSTRACT
Canister is used for carrying, storing and launching of missile. During this process,it
is subjected to an internal pressure of 45 kg/cm2
and external pressure of 9 kg/cm2
. A canister
testing chamber is used to test the canister for both internal and external pressures. This
testing chamber is one of the most critical components in defence organisations. For testing
the canister its both ends shall be closed by dummy dished ends. Testing chamber is tested
for any leakages through the hinged dished end. Analysis of contact gap between this dished
end and the shell of the chamber is carried using finite element method in ANSYS.
Key words: Canister, Canister testing chamber, contact gap analysis, von Missses stress
INTRODUCTION
Canister is a cylindrical container for holding, carrying, storing and launching missile.
Canister testing chamber is used for testing the canister which can withstand an internal
pressure of 45 bar and external pressure of 9 bar. The following components are used in
canister.
1.Canister chamber shell
2.dished ends
3.support legs
4.Bolts
5.pressure legs
The shell of the testing chamber is made from IS: 2062 steel plates whose carbon % is
0.23 with UTS 410 MPa and yield strength of 250 MPa. These plates are welded to get 11
meters length and diameter of 1.5 meters. One end of the test setup will have dished end
INTERNATIONAL JOURNAL OF DESIGN AND MANUFACTURING
TECHNOLOGY (IJDMT)
ISSN 0976 – 6995 (Print)
ISSN 0976 – 7002 (Online)
Volume 4, Issue 1, January- April (2013), pp. 68-73
© IAEME: www.iaeme.com/ijdmt.html
Journal Impact Factor (2013): 4.2823 (Calculated by GISI)
www.jifactor.com
IJDMT
© I A E M E
International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 –
6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME
69
welded integrally to the shell. The other end of the shell will be a hinged door which is bolted
to the shell with proper sealing between the contact gap to prevent the leakage. On the side of
the dished end a screw rod is provided to press the dished end for leak proof joint which shall
withstand the internal pressure during testing. The screw is actuated by a hand wheel
provided through nut. The nut is fixed in a welded housing on the dished end.
The screw front portion will have good surface finish with proper sealing arrangement
to withstand 45 bar pressure without any leak. This screw is used to press the dummy dish
end of the canister. Rubber gasket is provided between the mating faces to avoid any leak of
water during pressure testing. The chamber have inlet, outlet and air removal ports with
suitable ball valves and pressure indicators. A storage tank and pumping system is provided
for pressurisation of the chamber.
In the present study, the analysis of the contact gap between the hinged dished end
and shell of the testing chamber used for canister testing is performed. The factors that are
studied are stress distribution, deformation and selection of appropriate bolt size.
METHODOLOGY
The methodology adopted in the present study is given below
1.Based on the canister dimensions and loads, canister testing chamber dimensions are
calculated
2.A 3-D model of the chamber is developed in Pro-E as shown in figure 1
3.The model is impoted to ANSYS and finite element analysis is carried out for internal
pressure, deflection and stress on the chamber
4.The best bolt size is selected based on the results of the FEM analysis
Fig.1 model of canister testing chamber assembly
International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 –
6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME
70
ANALYSIS OF TESTING CHAMBER
The canister testing chamber is meshed with shell 181 element which is quad4 node
element. Thickness is given as the real constant. Following boundary conditions are applied:
1.Base plates are constrained in all degrees of freedom
2.Head closure is bolted to chamber using constraint equations-Simulating bolts
3.Internal pressure of 9 bar is applied
4.Gravity-9810 mm/sec2
is applied to simulate self weight.
CONTACT GAP ANALYSIS
Contact gap analysis is carried out at the bolting locations of the chamber to check for
the leakage of the pressure to the atmosphere. Contact problems are highly nonlinear and
difficulties in the study are:
1. The regions of contact are not known untill the problem is run. Depending on the loads,
material, boundary conditions, and other factors, surfaces can come into and and go out
of contact with each other in a largely unpredictable and abrupt manner.
2. Most contact problems need to account for friction. There are several friction laws and
models to choose from, and all are nonlinear. Frictional response can be chaotic, making
solution convergence difficult.
Fig.2 Model of contact created between the mating surfaces near bolted region
International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 –
6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME
71
BOLT CALCULATIONS
Model of contact created between the mating surfaces near bolted region is shown in
figure 2. Bolt preload or prestress comes from the installation torque T applied while
installing the bolt.
Bolt preload is computed as follows:
Pi = T/(K*D)
Where Pi= Bolt preload
T=Bolt installation torque =10858 N-mm
K= Torque coefficient=0.2 (which is a function of thread geometry, thread coefficient of
friction and collar coefficient of friction)
D=Bolt nominal diamter
δ (delta)=measured bolt elongation= PL/(EA)
where P= Bolt preload = 4524 N
L = Bolt length = 50 mm
E = Modulus of Elasticity of bolt = 2e5 N/mm2
A = Bolt cross-sectional area = (π/4)*D2
Initial strain or delta values(δ) for M22, and M36 are 0.001 mm and 0.00037 mm
respectively.
The calculated delta value for M36 bolts 0.00037 mm is applied as initial strain for the
bolts modeled as beams.
Maximum total deflection of 3.2 mm is observed from on the canister testing chamber
deflection analysis as shown in figure 3.
Maximum stress of 58 N/mm2
is observed from on the canister testing chamber stress
analysis as shown in figure 4.
With M22 bolts, it is observed that VonMises stress is 24 N/mm2
which is within the
limit at bolt region but there is an opening of 0.0034 mm at the bolt locations. Hence it is
recommended to check for higher bolt diameter. With M36 bolts, Vonmises stress is 6
N/mm2
which is within the limit at bolt region and there is no opening at the bolt
locations as shown in figure 5. Hence M36 bolts are best suitable to prevent the leakage
of pressure to the atmosphere.
Fig.3 Total deflection of testing chamber
International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 –
6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME
72
Fig.4 Von Mises stress of testing chamber
Fig.5 Contact gap for M36 bolts
CONCLUSIONS
1.The maximum VonMises stress with M36 bolts, observed on the canister testing chamber is
58 MPa
2.The maximum deflection observed with M36 bolts on the canister testing chamber is 3.2
mm
3.With M36 bolts, gap opening observed is 0 mm.
4.Contact gap analysis suggests to use M36 bolts for canister testing chamber to avoid the
pressure leakage to atmosphere.
International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 –
6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME
73
REFERENCES
[1]Raj Kiran, “Design and Analysis of Canister Testing Chamber”, International journal of
Modern Engineering Research, Vol.2,No.6, Nov-Dec 2012 pp4443-4449
[2]Srinivas Naik, “Contact gap analysis of canister testing chamber by using finite element
method”,International Journal of Mechanical Engineering and Robotics Reserach,
Vol.2,No.2.April 2013.
[3]Shiwu Fang et al,”Reserach on the valid power energy coefficient for canister type missile
ejection launcher”,Missiles and space vehicles,March 2004,pp18-24
[4] Ansys tips http://www.see.ed.ac.uk
[5] Prabhat Kumar Sinha, Chandan Prasad, Mohdkaleem and Raisul Islam, “Analysis and
Simulation of Chip Formation & Thermal Effects on Tool Life Using Fem”, International
Journal of Mechanical Engineering & Technology (IJMET), Volume 4, Issue 2, 2013,
pp. 53 - 78, ISSN Print: 0976 – 6340, ISSN Online: 0976 – 6359.

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Canister testing chamber design & analysis using fem

  • 1. International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 – 6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME 68 CANISTER TESTING CHAMBER DESIGN & ANALYSIS USING FEM K. Srinivasulu Reddy Professor, Mechanical Engineering Department Sreenidhi Institute of Science & Technology, Hydeabad ABSTRACT Canister is used for carrying, storing and launching of missile. During this process,it is subjected to an internal pressure of 45 kg/cm2 and external pressure of 9 kg/cm2 . A canister testing chamber is used to test the canister for both internal and external pressures. This testing chamber is one of the most critical components in defence organisations. For testing the canister its both ends shall be closed by dummy dished ends. Testing chamber is tested for any leakages through the hinged dished end. Analysis of contact gap between this dished end and the shell of the chamber is carried using finite element method in ANSYS. Key words: Canister, Canister testing chamber, contact gap analysis, von Missses stress INTRODUCTION Canister is a cylindrical container for holding, carrying, storing and launching missile. Canister testing chamber is used for testing the canister which can withstand an internal pressure of 45 bar and external pressure of 9 bar. The following components are used in canister. 1.Canister chamber shell 2.dished ends 3.support legs 4.Bolts 5.pressure legs The shell of the testing chamber is made from IS: 2062 steel plates whose carbon % is 0.23 with UTS 410 MPa and yield strength of 250 MPa. These plates are welded to get 11 meters length and diameter of 1.5 meters. One end of the test setup will have dished end INTERNATIONAL JOURNAL OF DESIGN AND MANUFACTURING TECHNOLOGY (IJDMT) ISSN 0976 – 6995 (Print) ISSN 0976 – 7002 (Online) Volume 4, Issue 1, January- April (2013), pp. 68-73 © IAEME: www.iaeme.com/ijdmt.html Journal Impact Factor (2013): 4.2823 (Calculated by GISI) www.jifactor.com IJDMT © I A E M E
  • 2. International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 – 6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME 69 welded integrally to the shell. The other end of the shell will be a hinged door which is bolted to the shell with proper sealing between the contact gap to prevent the leakage. On the side of the dished end a screw rod is provided to press the dished end for leak proof joint which shall withstand the internal pressure during testing. The screw is actuated by a hand wheel provided through nut. The nut is fixed in a welded housing on the dished end. The screw front portion will have good surface finish with proper sealing arrangement to withstand 45 bar pressure without any leak. This screw is used to press the dummy dish end of the canister. Rubber gasket is provided between the mating faces to avoid any leak of water during pressure testing. The chamber have inlet, outlet and air removal ports with suitable ball valves and pressure indicators. A storage tank and pumping system is provided for pressurisation of the chamber. In the present study, the analysis of the contact gap between the hinged dished end and shell of the testing chamber used for canister testing is performed. The factors that are studied are stress distribution, deformation and selection of appropriate bolt size. METHODOLOGY The methodology adopted in the present study is given below 1.Based on the canister dimensions and loads, canister testing chamber dimensions are calculated 2.A 3-D model of the chamber is developed in Pro-E as shown in figure 1 3.The model is impoted to ANSYS and finite element analysis is carried out for internal pressure, deflection and stress on the chamber 4.The best bolt size is selected based on the results of the FEM analysis Fig.1 model of canister testing chamber assembly
  • 3. International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 – 6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME 70 ANALYSIS OF TESTING CHAMBER The canister testing chamber is meshed with shell 181 element which is quad4 node element. Thickness is given as the real constant. Following boundary conditions are applied: 1.Base plates are constrained in all degrees of freedom 2.Head closure is bolted to chamber using constraint equations-Simulating bolts 3.Internal pressure of 9 bar is applied 4.Gravity-9810 mm/sec2 is applied to simulate self weight. CONTACT GAP ANALYSIS Contact gap analysis is carried out at the bolting locations of the chamber to check for the leakage of the pressure to the atmosphere. Contact problems are highly nonlinear and difficulties in the study are: 1. The regions of contact are not known untill the problem is run. Depending on the loads, material, boundary conditions, and other factors, surfaces can come into and and go out of contact with each other in a largely unpredictable and abrupt manner. 2. Most contact problems need to account for friction. There are several friction laws and models to choose from, and all are nonlinear. Frictional response can be chaotic, making solution convergence difficult. Fig.2 Model of contact created between the mating surfaces near bolted region
  • 4. International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 – 6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME 71 BOLT CALCULATIONS Model of contact created between the mating surfaces near bolted region is shown in figure 2. Bolt preload or prestress comes from the installation torque T applied while installing the bolt. Bolt preload is computed as follows: Pi = T/(K*D) Where Pi= Bolt preload T=Bolt installation torque =10858 N-mm K= Torque coefficient=0.2 (which is a function of thread geometry, thread coefficient of friction and collar coefficient of friction) D=Bolt nominal diamter δ (delta)=measured bolt elongation= PL/(EA) where P= Bolt preload = 4524 N L = Bolt length = 50 mm E = Modulus of Elasticity of bolt = 2e5 N/mm2 A = Bolt cross-sectional area = (π/4)*D2 Initial strain or delta values(δ) for M22, and M36 are 0.001 mm and 0.00037 mm respectively. The calculated delta value for M36 bolts 0.00037 mm is applied as initial strain for the bolts modeled as beams. Maximum total deflection of 3.2 mm is observed from on the canister testing chamber deflection analysis as shown in figure 3. Maximum stress of 58 N/mm2 is observed from on the canister testing chamber stress analysis as shown in figure 4. With M22 bolts, it is observed that VonMises stress is 24 N/mm2 which is within the limit at bolt region but there is an opening of 0.0034 mm at the bolt locations. Hence it is recommended to check for higher bolt diameter. With M36 bolts, Vonmises stress is 6 N/mm2 which is within the limit at bolt region and there is no opening at the bolt locations as shown in figure 5. Hence M36 bolts are best suitable to prevent the leakage of pressure to the atmosphere. Fig.3 Total deflection of testing chamber
  • 5. International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 – 6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME 72 Fig.4 Von Mises stress of testing chamber Fig.5 Contact gap for M36 bolts CONCLUSIONS 1.The maximum VonMises stress with M36 bolts, observed on the canister testing chamber is 58 MPa 2.The maximum deflection observed with M36 bolts on the canister testing chamber is 3.2 mm 3.With M36 bolts, gap opening observed is 0 mm. 4.Contact gap analysis suggests to use M36 bolts for canister testing chamber to avoid the pressure leakage to atmosphere.
  • 6. International Journal of Design and Manufacturing Technology (IJDMT), ISSN 0976 – 6995(Print), ISSN 0976 – 7002(Online) Volume 4, Issue 1, January- April (2013), © IAEME 73 REFERENCES [1]Raj Kiran, “Design and Analysis of Canister Testing Chamber”, International journal of Modern Engineering Research, Vol.2,No.6, Nov-Dec 2012 pp4443-4449 [2]Srinivas Naik, “Contact gap analysis of canister testing chamber by using finite element method”,International Journal of Mechanical Engineering and Robotics Reserach, Vol.2,No.2.April 2013. [3]Shiwu Fang et al,”Reserach on the valid power energy coefficient for canister type missile ejection launcher”,Missiles and space vehicles,March 2004,pp18-24 [4] Ansys tips http://www.see.ed.ac.uk [5] Prabhat Kumar Sinha, Chandan Prasad, Mohdkaleem and Raisul Islam, “Analysis and Simulation of Chip Formation & Thermal Effects on Tool Life Using Fem”, International Journal of Mechanical Engineering & Technology (IJMET), Volume 4, Issue 2, 2013, pp. 53 - 78, ISSN Print: 0976 – 6340, ISSN Online: 0976 – 6359.