Design and Analysis of Composite High Pressure Vessel with Different Layers using FEA

DOI : 10.17577/IJERTV3IS111412

Download Full-Text PDF Cite this Publication

Text Only Version

Design and Analysis of Composite High Pressure Vessel with Different Layers using FEA

Subhash N. Khetre1

1P.G. Scholar, Mechanical Department, Alard College of Engg. & Management, Marunje, Pune

Savitribai Phule Pune University, Pune (India)

P. T. Nitnaware2

2Assistant professor, Mechanical Department, D Y PATIL College of Engineering, Akurdi, Pune

Savitribai Phule Pune University, Pune (India)

Arun Meshram3

3Assistant professor, Mechanical Department, Rajarshi Shahu College of Engineering,

Tathawade, Pune Savitribai Phule Pune University,

Pune (India)

Abstractthe composite Material like aluminium and fiber matrix to sustain different criteria. In the present work, structure of the composite pressure vessel and different orientations of symmetric shells designed. For pressure were investigated and 3- D finite element analyses using APDL Programming. FEA software is used for failure analysis on the composite shell of continuous angle ply laminas. The Tsai-Wu failure criterion is applied for the checking the first-ply failure of layers in a simple form. Some analytical and experimental solutions are compared with the finite element solutions, in which commercial software ANSYS 15.0 was utilized and close results are obtained between them.

Key words: Non Linear FEA, Partial differential equation, Stress Concentration Criteria, Failure Criterion T-Sai Wu

  1. INTRODUCTION:

    In many applications in mechanical engineering [1-6] a composite component must sustain for many years, stress levels that are a significant fraction of its ultimate tensile strength, and often in deleterious environments. Various applications in pressure vessels in aerospace, automotive and nuclear power. A generally recognized problem is creep fracture, a catastrophic failure event that typically occurs with little or no warning [6]. However, due to the lack of through-the-thickness reinforcement, structures made from these materials are highly liable to failures caused by delamination. Therefore within a design process a structures resistance to delamination should be addressed to maximize its durability and damage tolerance. The phenomenon of progressive failure in laminated composite structures is yet to be understood, and as a result, reliable strategies for designing optimal composite structures for desired life and strength are in demand [33].Various methods, utilizing analytical and experimental approaches, have been presented for designing the composite pressure vessels shapes of pressure vessels [27]. During the past two decades, several authors have performed detailed analyses of composite pressure vessels by using the theory of orthotropic plates.

    Composite pressure vessels tend to fail in their composite pressure vessels parts; the design of these parts is the most important issue for such vessels [32]. A number of factors must be taken into account in designing composite pressure vessels, including the strength of the materials selected, the effect of winding stability, geometric variables, and so on. The winding stability and composite pressure vessels shapes must be chosen carefully to obtain an optimal design [15]. Several previous studies have examined the optimal design of composite pressure vessels, but the effects caused by the width of the winding Layers on the stability of winding pattern in the composite pressure vessels have not been studied. Therefore, the aim of this study is to optimize the design of composite vessels operating under an internal pressure [16].

    The design variables used in the optimization problem include the winding angle. The effects of winding process parameters on the slippage tendency at the edges of the band are also considered. The results presented may prove to be helpful for designers of composite pressure vessels. In addition, the procedure employed in this study can also be utilized during the primary design stage. All Composite overwrapped pressure vessels (COPVs) are made of a thin metallic liner wrapped with a high-strength low-density composite.[8] The metallic liner provides shape, toughness, tightness and interface with the gas feeding systems while the overwrapped composite ensures mechanical strength to withstand high pressures and protects the vessel against scratches, indents and other forms of impact damage. Other examples of pressure vessels are fuel tanks, rocket motor cases, diving cylinders, recompression chambers, distillation towers, pressure reactors, autoclaves, vessels in mining operations, oil refineries and petrochemical plants, nuclear reactor vessels, submarine and space ship habitats, Pneumatic reservoir, hydraulic reservoir under pressure, rail vehicle airbrake, reservoirs, road vehicle airbrake, reservoirs and storage vessels for liquefied gases such as ammonia, chlorine, propane, butane, and LPG. [31]

  2. OBJECTIVE OF PROJECT:

    The objective of the project is to:

    1. Design of pressure vessel for operating 0.34 MPa as per ASME Code section VIII.

    2. Analysis of composite pressure vessel using FEA.

    3. To check at how many layers composite pressure vessel fails using T-Sai Wu failure criteria.

    A finite-element simulation of a composite pressure vessel is performed first to gain insight into its mechanical behaviors, and then simulation results are processed using failure analysis to determine at which layer composite pressure vessel fails when winding layers decreases from 20-Layers to 5-Layers.

    Unidirectional lamina a single lamina (also called layer or ply) or several lamina (plural) with same material and orientation in all laminate and bonded together, where at least some lamina have different orientation or material.[37] Bulk composite for which lamina cannot be identified including bulk molding compound composite particle- reinforced composite and so on.

    Fig. 2.1 Laminated Composite Material

  3. DESIGN AND ANALYSIS OF COMPOSITE PRESSURE VESSEL USING ANSYS:

    1. Composite Pressure vessels Equipment Design Data:

      The mechanical properties of the liner are aluminium and fiber matrix in composite filament winding using ASME Code-III and Stiffness, toughness as follows:

      Table I

      Properties of carbon Fibers

      Sr.

      No

      Mechanical

      Nominal Value (SI)

      1

      E11 – Longitudinal

      161.3 GPa

      2

      E22 Transverse

      8.82 GPa

      3

      Shear Modulus

      (G12 – In-Plane)

      5.14 GPa

      4

      Poisson's Ratio

      (12 – In-Plane)

      0.300

    2. Composite Pressure vessels material of construction:

      The composite material depends upon following parameters

      of material like strength, hardness, ductility, Creep resistance, corrosion factors. The fiber matrix always use in one dimensional.

      Table II

      Configuration of matrix and Aluminium liner

      Section

      Layer

      Thickn- ess

      Material ID

      Material Orientation

      Angle

      Integration Points

      Main tank wall

      1.9e-3

      1

      0

      3

      0.1e-3

      2

      0

      3

      0.1e-3

      2

      0

      3

      0.1e-3

      <>2

      0

      3

      0.1e-3

      2

      0

      3

      Inlet/outlet

      wall

      1.9e-3

      1

      0

      3

      The fibers have a one-dimensional constitutive relation and are significantly stiffer than the bonding material. For simplicity, it is assumed that all materials in this problem are linear-elastic and temperature independent.

    3. Composite Pressure vessels design:

    Design according to T-Sai Wu failure criteria as given below.

    3=A+B

    And if the criteria used is the inverse of strength index

    3 =

    Where 3 is the value of T Sai Wu failure criteria.

    A=

    + + +

    + + +

    B= 2+

    3

    Where , , are coupling coefficients of T Sai Wu theory.

    3.4 APDL Programming of Composite Pressure vessels

    Using ANSYS 15.0:

    /prep7

    /title

    !— define parameters — ce1 = 161.3e9 ! E11 ce2 = 8.82e9 ! E22

    theta = 45 ! Layer orientation angle

    srenf = .5e-4 ! Cross-section area of a single reinforcing fiber. s = 1.0 ! Distance between two adjacent reinforcing fibers

    p = 50.e5 ! Internal pressure

    pi = 3.1415926535897932384626433832795

    /prep7

    !— element type —

    et,1,SHELL281 ! 8-Node Structural Shell keyopt,1,2,1 ! Use the improved shell option keyopt,1,8,1 ! Store all layer results

    !— materials—

    ! aluminum mp,ex,1,72.0e9 mp,prxy,1,0.29 mp,alpx,1,5e-6

    ! Matrix mp,ex,2,ce2 mp,prxy,2,0.33 mp,alpx,2,5e-6

    ! Fibers mp,ex,3,2.0*(ce1-ce2) mp,alpx,3,1e-6

    csys,1

    !—composite lay-up of the main wall— sectype,1,shell

    secdata,1.9e-3,1,,5 !Aluminum liner

    secdata,0.1e-3,2,,5 !1st matrix section_Epoxy

    secdata,0.1e-3,2,,5 !2nd matrix section_Epoxy

    secdata,0.1e-3,2,,5 !3rd matrix section_Epoxy

    secdata,0.1e-3,2,,5 !4ht matrix section_Epoxy

    secdata,0.1e-3,2,,5 !5ht matrix section_Epoxy

    secdata,0.1e-3,2,,5 !6ht matrix section_Epoxy

    secdata,0.1e-3,2,,5 !7ht matrix section_Epoxy

    secdata,0.1e-3,2,,5 !8ht matrix section_Epoxy secoffset,bot

    !—reinforcing fibers— sectype,2,reinf,smear

    secdata,3,srenf,s,, theta,layn,2 !reinforce section for layer #1 secdata,3,srenf,s,,-theta,layn,3 !reinforce section for layer #2 secdata,3,srenf,s,, theta,layn,4 !reinforce section for layer #3 secdata,3,srenf,s,,-theta,layn,5 !reinforce section for layer #4 secdata,3,srenf,s,, theta,layn,6 !reinforce section for layer #5 secdata,3,srenf,s,,-theta,layn,7 !reinforce section for layer #6 secdata,3,srenf,s,, theta,layn,8 !reinforce section for layer #7 secdata,3,srenf,s,,-theta,layn,9 !reinforce section for layer #8

    !—outlet— sectype,3,shell secdata,1.9e-3,1,,5 secoffset,bot csys,0

  4. ANALYSIS OF ONE/EIGHT PART OF COMPOSITE PRESSURE VESSELS FOR

    PRESSURE 0.34 MPa:

    The failure analysis is applied to calculation which addresses the T-Sai Wu Criteria, static analysis and displacement analysis. during the analysis, ANSYS 15.0 is used and analysis is carried out in the different steps. The purpose of analysis is to insure safety of the composite pressure vessels and supporting structure. Sustained loads are by using operating pressure conditions.

    For Layer 6- deformation=0.054661

    Fig. 4.1 Deformations at 6-Layers.

    For Layer 6- von misses stress=0.198E10 N/m2

    Fig. 4.2 Von-misses stress at 6-Layers.

    For Layer-6 inverse of T Sai Wu strength Ratio index =1.02064.

    Fig. 4.3 Inverse of T Sai Wu strength ratio Index at 6-Layers.

    For Layer -8 Deformation=0.052663

    Fig. 4.4 Deformation at 8-Layers.

    For Layer-8 von misses=0.186E10 N/m2

    Fig. 4.5 Von-misses stress at 8-Layers.

    For Layer-8 inverse of T Sai Wu strength Ratio index = 0.988183.

    Fig. 4.6 Inverse of T Sai Wu strength ratio Index at 8-Layers.

  5. RESULTS AND DISCUSSION

    Analysis is carried out from Number of Layer-5 to 20-Layer. But here Results are noted down between Layer 8 to Layer 5 in below Table-III The total analysis and modeling APDL, design procedure, learning and training time is including approximately seventy-four hours taken by the software, Project work.

    Graph 5.1 Graph of no of layers Vs Inverse of T-Sai strength index

    In analysis we increase layers from 5 to 20. From graph structure fails at 6-Layer and 7-Layer (inverse of T Sai strength index is 1.02064 & 1.008156) but as we add 8-Layer on pressure vessel its strength increased (inverse of T Sai strength index is 0.988183).

  6. CONCLUSION

    Analyses are carried out for number of layer from 5-Layer to 20 Layer. But here Results are noted between Layer 8 to Layer 5 in Table 5.1, we can reduce number of layers to obtain optimized design. At 8-Layers value is 0.988180 structure is safe and is at optimum level. At 7-Layer its value is 1.00815 i.e. fails, which is matches with the value of test results. Therefore we can conclude that T-Sai Wu failure criteria can yield fairly good results with consistent accuracy for the composite pressure vessels.

  7. ACKNOWLEDGEMENT:

I gratefully acknowledge Mechanical engineering department of Alard COE&M, Pune for technical support and providing the research facilities. I would also like to thank to Dr. S. B. Padwal, Principal (Alard COE&M, Pune) and Prof. V. R. Bajaj HOD (Mechanical department) for their help and dedication toward my research and related research, also my friends for their directly & indirectly help, support and excellent co-operation.

Table III

Deformation and Inverse Tsai strength index

No. of Layer

Deform- ation (meter)

Stress (N/m2)

Inverse T-Sai Wu

strength index

DMX

SMX

5

0.055789

0.214 E 10

0.055789

1.039200

6

0.054661

0.198 E 10

0.054661

1.020640

7

0.053621

0.193 E 10

0.053841

1.008156

8

0.052663

0.186 E 10

0.052663

0.988180

It is observed that during analysis, Failure occurs in composite pressure vessels by using T-Sai Wu Criteria. When value of inverse of T-Sai Wu strength ratio index is greater is than one than composite pressure vessel fails.

REFERENCES

  1. Vasiliev V, Krinakov AA, Razin AF. New generation of filamentwound composite pressure vessels for commercial applications. Composite Structure 2003; 62:44959.

  2. Azam Tafreshi, Delamination buckling and post buckling in composite cylindrical shells under combined axial compression and external pressure. Composite Structures 2006; 72: PP 401 418.

  3. Verijenko EV, Adali S, Tabakov PY. Stress distribution in continuously heterogeneous thick laminated pressure vessels. Composite Structures 2001; 54:3717.

  4. E. Frulloni, J.M. Kenny. Experimental study and finite element analysis of the elastic instability of composite lattice structures for aeronautic applications. Composite Structures 2007; 78:519528

  5. Azam Tafreshi, Colin G. Bailey. Instability of imperfect composite cylindrical shells under combined loading.

    Composite Structures 2007; 80:4964

  6. Myung-Gon Kim , Sang-Guk Kang. Thermally induced stress analysis of composite/aluminum ring specimens at cryogenic temperature. Composites Science and Technology 2008; 68

    :10801087

    Nomenclature

    Abbreviation Particulars

    A Length of delamination.

    a= a/L Normalized delamination length.

    E11, E22, G12, m12 Material constants.

    G Strain energy reease rate.

    t1, t2 Thicknesses of upper and lower sublaminates, respectively.

    h = t1/t Normalized delamination thickness.

    L, r, t Length, Radius And Thickness Of The Overall cylindrical shell, respectively.

    X, Y, Z Nodal Force Components In The X, Y And Z.

    P Pressure.

    Pc Critical Buckling Pressure Of An Intact Cylinder Under External Pressure Alone.

    Pcr Critical Buckling Pressure Of A Delaminate Cylinder.

    R Compressive axial load.

    Rc Critical axial compression of an intact cylinder under axial compressive alone.

    Rcr Critical axial compression of a delaminated cylinder.

  7. Varga L, Nagy A, Kovacs A. Design of CNG tank made of aluminium and reinforced plastic. Composites 1995; 26:457

    u(or ux), v(or

    uy), w(or uz)

    Axial, circumferential and radial displacements, respectively.

    63.

  8. P.B. Gning, M. Tarfaoui, Damage development in thick composite tubes under impact loading and influence on implosion pressure. Composites: Part -B 362005; 36:306318

  9. Zheng JY, Liu PF. Elasto-plastic stress analysis and burst strength evaluation of Al-carbon fiber/epoxy composite cylindrical laminates. Computational Materials Science 2008; 42(3):45361.

  10. Parnas L, Katrice N. Design of fiber-reinforced composite pressure vessels under various loading conditions. Composite Structures 2002; 58:8395.

  11. Tutuncu N, Winckler SJ. Stresses and deformations in thick- walled cylinders subjected to combined loading and temperature gradient. Journal of Reinforced Plastic and Composite 1993; 12(2):198209.

  12. Chapelle D, Perreux D. Optimal design of a type 3 hydrogen vessel: part Idanalytic modelling of the cylindrical section. International Journal of Hydrogen Energy 2006; 31:62738.

  13. Yang FQ, Zhang TP, Liu ZD, Wang XY. Finite element modeling and buckling analysis of COPV. Vacuum and Cryogenics 2005;11(1):405 [in Chinese].

  14. Chen RX. Design analysis on the filament-wound gas cylinder. Journal of Solid Rocket Technology 2008;31(6):62534 [in Chinese].

  15. Lifshitz JM, Dayan H. Filament-wound pressure vessel with thick metal liner. Composite Structures 1995;32(14):31323.

  16. Parnas L, Katirci N. Design of fiber-reinforced composite pressure vessels under various loading conditions. Composite Structures 2002; 58(1): 8395.

  17. Chapelle D, Perreux D. Optimal design of a Type 3 hydrogen vessel. Part I. Analytic modeling of the cylindrical section. International Journal of Hydrogen Energy 2006;31(5):62738.

  18. Tsai SW. Composite s design.USA, Think Composites, 1985.

  19. Hinton MJ, Soden PD. Predicting failure in composite laminates: the background to the exercise. Composites Science and Technology 1998;58(7):100110

  20. Shigley, Mischke & Budynas. Machine Design, Pressure Vessel Design.

  21. Chul-Jin Moon, In-Hoon Kim. Buckling of filament-wound composite cylinders subjected to hydrostatic pressure for

    x, y, z Axial, circumferential and radial coordinates, respectively.

    Angle of the delamination region. underwater vehicle applications. Composite Structures 2010; 92 : 22412251

  22. H.S. da Costa Mattos.Analysis of burst tests and long-term

    hydrostatic tests in produced water pipelines. Engineering Failure Analysis 2012; 22: 128140

  23. Hashin Z. Failure criteria for unidirectional fiber composites. J Appl Mech 1980; 47:32934.

  24. Tsai SW. A survey of macroscopic failure criteria for composite materials. Journal of Reinforced Plastics and Composites 1984; 3(1):4062.

  25. Alves LM, Silva MB, Martins PAF. Fabrication of small size seamless reservoirs by tube forming. International Journal of Pressure Vessels and Piping 2011;88: 239-47.

  26. P.B. Gning, M. Tarfaoui.Damage development in thick composite tubes under impact loading and influence on implosion pressure: experimental observations. Composites:

    Part B 36 (2005) 306318

  27. Song Lin, Xiao long Jia. Thermo-mechanical properties of filament wound CFRP vessel under hydraulic and atmospheric fatigue cycling. Composites: Part B 2013; 46: 227233

  28. Nahas MN. Survey of failure and post-failure theories of laminated fiber reinforced composites. Journal of Composites Technology and Research 1986; 8(4):13853.

  29. Sleight DW. Progressive failure analysis methodology for laminated composite structures. NASA Report 1999;4:863.

  30. Cox B, Yang QD. Cohesive models for damage evolution in laminated composites. International Journal of Fracture 2005; 133(2):10737.

  31. Rami HA. Cohesive micromechanics: a new approach for progressive damage modeling in laminated composites. International Journal of Damage Mechanics 2009;18(8):691 719.

  32. Chang RR. Experimental and theoretical analyses of first-ply failure of laminated composite pressure vessels. Composite Structures 2000; 49(2):23743.

  33. Lapczyk I, Hurtado JA. Progressive damage modeling in fiber reinforced materials. Composites A: Applied Science and Manufacturing 2007; 38(11):233341.

Leave a Reply