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Stress Analysis of Doors and Windows
of BOEING 787 under Uniform Shear at Infinity

                   Rajesh Kumar
                      08310031
                 M.Tech. (Design)

        Guide: Prof. V.G. Ukadgaonker




       Department of Mechanical Engineering
       Indian Institute of Technology, Bombay
                      May, 2010
Outline
Introduction
Boeing-787
Forces and Their Effect
Problem Definition
Literature Review
Complex Variable Method
Schwarz Alternating Technique
Mapping of Door and Window
Mathematical Formulation
Finite Element Analysis
Results
Conclusions and Future Prospects
References
Introduction
•   Aircraft design
    •   Optimum material utilization
    •   High fatigue strength with minimum weight
•   Non-uniform stress distribution in components
    •   Irregularities
    •   Intrinsic defect /Flaws
    •   Functional features like door, window, hole for fasteners, keyways etc.
    •   Manufacturing defect
•   Non-uniform stress distribution causes localization of stress in the vicinity
    of any discontinuity (Stress Concentration)
•   Stress analysis is a tool to know stresses and its direction at various points
•   Major failures occurs due to crack initiation at points of maximum stress
    concentration (Critical points)
•   Stress Concentration Factor
Boeing-787
A mid-sized, wide-body jet airliner
currently under development by Boeing
Commercial Airplanes
Composite materials to construct
fuselage - 15% Al, 50% composites and
12% titanium

                                                     Ref [1]
Allows high cabin pressure during flight


Openings – passenger door, emergency
door, cargo door and windows

Main passenger door and the Window
nearest to this door - Dimensions

Material Properties : E1=139.3 Gpa,        *All Dims in inches
E2=11.3 Gpa, G12=6 Gpa,
ν21=0.3,ν23=0.4
Forces and Their Effect
During the steady flight, main forces acting on
aircraft fuselage are
  1. Body forces - Differential internal pressure-
      Hoop and longitudinal stresses (Biaxial
      tensile state)
  2. Engine thrust and wing drag - Engine thrust
      acts in forward direction, wind drag acts in
      the opposite direction of the motion of the
      aircraft – Longitudinal bending moment
      (out of plane load)
  3. Due to manoeuvering of aircraft -
      Differential pressure acts on the wings while
      taking turn in air+inertia of the aircraft -
      torsional forces - Shear stresses in the
      aircraft skin
Problem Definition
       To obtain stress concentration factor around the rectangular door and
     window of the Boeing-787 aircraft subjected to uniform shear at infinity.
     Also, to obtain the stress concentration factor around the door due to the
     interaction effect of the presence of a nearby window and vice versa.

As      the     radius    of
curvature of fuselage is
large compared to the
dimensions of the doors
and window, the fuselage
is modelled as an infinite
plate with single and
multiple openings.
Literature Review
Single Hole Problem
• Krisch and Muskhelishvili --- the problem of infinite plate with single
  circular hole subjected to uniaxial stress at infinity
• Krisch --- Airy's stress function, Muskhelishvili --- complex variable
  method
• Muskhelishvili --- various boundary value problem --- complex variable
  method and conformal mapping technique
• Lekhnitskii --- the problem of anisotropic plates --- both in-plane and
  out of plane loading --- stress functions by series method
• Savin --- isotropic and anisotropic plates --- conformal mapping ---
  circular, triangular, rectangular and elliptical single hole
• Ukadgaonker and Awasare --- principle of superposition and
  Muskhelishvili’s complex variable approach --- solution for infinite plate
  containing, circular, elliptical, triangular, rectangular holes --- elliptical
  hole in anisotropic medium
• Ukadgaonker and Rao --- solution for stress field around various hole
  geometries in an anisotropic medium --- subjected to biaxial and shear
  stress at infinity, uniform internal pressure at hole boundary, uniform
  shear stress at hole boundary in detail
Literature Review (continued…)
Two Hole Problem
•   Ukadgoanker and Avarigarimath --- infinite plate having two unequal
    collinear elliptical holes subjected to uniaxial tension and uniform shear
    --- complex variable approach as well as FEM
•   Ukadgaonker and Koranne --- infinite plate containing two unequal
    arbitrary oriented elliptical holes and cracks subjected to uniaxial tensile
    and   shear    loading ---    complex   variable   approach, method      of
    photoelasticity, FEM
•   Ukadgaonker and Awasare --- interaction effect of rectangular and
    arbitrarily oriented elliptical hole in infinite plate subjected to uniform
    tensile loading at infinity
•   Ukadgaonker and Sharma --- infinite plate containing two unequal
    arbitrarily oriented circular holes --- biaxial tensile, uniform shear,
    biaxial moment and torsion --- complex variable approach and FEM
Literature Review (continued…)
Door and Windows of Passenger Aircraft
  Gandhi --- door and windows of Boeing-747 --- analytical formulation for
  a single rectangular hole for tensile loading --- problem of multiple
  opening done by FEM
  Upadhyay, Sharma --- door and windows of Boeing-777 aircraft --- stress
  functions for single rectangular hole under tensile load and bending
  moment (Upadhyay) and under biaxial bending (Sharma)
  Shrivastava --- door and windows of Boeing-777 aircraft with FEM ---
  effect on stress field of one hole due to the presence of another hole in its
  vicinity using ANSYS
  Vasnik --- door and windows of Boeing-777 with crack --- stress intensity
  factor were obtained using FEM as well as complex variable approach

Gaps Identified in Literature
• Very few analytical solutions are available considering rectangular hole in
  an infinite plate of anisotropic material.
• The interaction effect of two rectangular holes has not been yet studied
  using Schwarz’s alternating method.
Schwarz’s Alternating Technique
• The problem of multiply connected regions is solved as simply connected
    region and successively relaxing the boundary conditions on the holes.
•   First complex solution in terms of stress functions is obtained for plate
    without hole by mapping the physical Z-plane into ζ-plane.
•   Boundary condition at the fictitious circular hole is determined using
    these stress functions.
•   The second approximate solution is obtained by the application of the
    negative value of the boundary condition on the circular boundary.
•   Addition of these two solutions gives the solution valid near the circular
    hole.




                         Solution of single hole problem
Mapping of Door and Window
Conformal Mapping
• A conformal map is a function which preserves angles.
• Any conformal mapping of a complex variable which has continuous
partial derivatives is analytic. An analytic function is conformal at any
point where it has a nonzero derivative.
• Conformal mapping helps in transforming very complicated shapes into
much simpler ones.
•It allow the basic complex variable formulations to extend to the
transformed problem.
• Generalized form of mapping function for Door and Window
Mapping of Door and Window (continued…)
• Mapping Constants
  ▫ Door      m1         m3        m5       m7        R
              -0.2570    -0.1555   0.0240   0.0111    34.3980

  ▫ Window    m1         m3        m5       R
              -0.2460    -0.1565   .0231    8.6500

• Door and window generated by using Matlab




                        Window



                                                 In mapped plane
      Door
Complex Variable Approach
Generalised Hooke’s law for plane stress
                                     Stresses in terms of Airy’s stress function



Compatibility equation for                      Biharmonic equation as
2D- elasticity problem




                Its roots are,
   Hence,



  Introducing the stress functions φ(z1), ψ(z2) and their conjugate
Complex Variable Approach (continued…)
Stresses in terms of stress functions are




 We can obtain the solution using the following steps

      • First stage solution
      • Second stage solution
      • First Approximation
      • Second Approximation
Mathematical Formulation
Boundary Conditions

Stress Function of Single Hole Problem under Remote Loading
First Stage – Stress functions for hole free plate




Second Stage – Plate having single rectangular hole




                                               where
Mathematical Formulation (continued…)
From Schwarz’s technique,




                                                        where




Final Solution – Obtained by superposition of the stress functions of the first
and the second stage




These stress functions give the stresses around rectangular hole.
(continued…)
First Approximation
Stress functions for the door




Stress functions for the window




These Stress functions do not consider the interaction effect of door and window.
(continued…)
Second Approximation (Window)
   In order to account for the interaction effect of door on the stress
functions of the window, the stress functions of the door is transformed to
the centre of the window by translation through a distance C0, given by Z0 =
ω(C0 ) such that |C0|>1.



                                                  ζ




The boundary conditions for anisotropic plate is given by

Corrected stress functions around the window can be given by,
                                     ,
(continued…)
Using Cauchy’s integral formulae,




where, a =
(continued…)

and
      b
(continued…)
We get the corrected stress functions as




By superposition of transformed and corrected stress functions we get
the stress function for window considering the interaction effect of door




Second Approximation (Door)
This gives



Using these stress functions we can find the stresses around door and
window with interaction effect.
Finite Element Analysis
A numerical technique to find approximate solution of PDE

ANSYS – A software to solve structural, static, transient, etc. problems

Anisotropic thin infinite-plate with plain stress condition

E1=139.3 GPa, E2=11.3 GPa, G12=6 GPa, ν21=0.3, ν23=0.4

Steps involved are- Preprocessing, Solution, Post processing

PLANE82
  eight nodes having two translational degrees of
  freedom at each node
  more accurate results for mixed quadrilateral
  and triangular elements
  well suited to model curved boundaries and have
  compatible displacement shapes
  has large deflection, large strain capabilities and
                                                               Ref: ANSYS Help
  plasticity
Models




  Plate: Length=1000 in., Width= 1000 in.

  Door: Length= 42 in., Width= 74 in.,
  Corner Radius= 7 in.

  Window: Length= 10.74 in., Width= 18.44 in.,
  Corner Radius= 5 in.

  Distance between door and window= 58.95 in.
Meshing
Meshing
Meshing
Results (Single Hole)
Type of opening    Max. Stress Concentration       Error (%)   Angular Position
                       Factor (SCF)
                  Analytical        Numerical
Passenger door      3.44              3.39            1.4              640
   Window           2.27              2.16            4.8              680




        MATLAB plot of SCF                      ANSYS plot of SCF
Results (Single hole)
Results (Single hole)
Results (Single hole)
Results (Single hole)
Results (Two Hole)
Type of opening   Max. Stress Concentration      Error (%)        Angular Position
                    Factor (SCF)
                  Analytical      Numerical
Passenger door      3.44             3.40           1.2                1190
   Window           2.24             2.27           1.4                1220




         MATLAB plot of SCF                   ANSYS plot of SCF
Results (Two Hole)
Results (Two Hole)
Results (Two Hole)
Results

Type of opening        Max. Stress Concentration Factor (SCF)           Difference(%)
                                        Analytical


                  Without Interaction                With Interaction

Passenger door           3.44                             3.44               00

   Window                2.27                             2.24               1.3




Type of opening        Max. Stress Concentration Factor (SCF)           Difference(%)
                                        Numerical



                  Without Interaction                With Interaction

Passenger door           3.39                             3.40               0.3

   Window                2.16                             2.27               4.8
Conclusions
• Higher stress concentrations occur near the corner locations.
• The SCF depends on the side ratio and corner radius.
• Less is the side ratio higher is stress concentration factor.
• Due to interaction, there is negligible change in stress field around door
  but the stress field around window gets affected significantly.

• Door has higher maximum SCF compared to window both with and
  without interaction effect.

• Analytical and numerical results are in good agreement.
Future Prospects
   The variation of SCF for other geometries and with different

parameters like length, width and thickness can be analyzed.

   The problem has been solved for the case of shear loading. The

other loadings can be considered for the analysis like in-plane and out

of plane bending loads.

   The curvature of aircraft fuselage can be taken into consideration

to solve a problem of three dimensional curved plate subjected to

different loads.
References
1. Boeing official website: www.boeing.com.
2. Muskhelishvili, N.I., Some Basic Problems of Mathematical Theory of Elasticity, P.
    Noordhoff Ltd., Groningen, The Netherlands, 1963.
3. Lekhnitskii, S.G, Anisotropic Plates, Gordon and Breach Science Publishers, New York
    1968.
4. Savin, G.N., Stress Concentration around Holes, Pergamom Press New York, 1961.
5. Ukadgaonker,V.G, Awasare, P.J, A Novel Method of Stress Analysis of Infinite Plate with
    Elliptical Hole with Uniform Tensile Stress, Journal of the Institution of Engineers
    (India), MC, 73, 1993 pp.309-311.
6. Ukadgaonker,V.G, Awasare, P.J, A Novel Method of Stress Analysis of Infinite Plate with
    Circular Hole with Uniform Loading at Infinity, Indian Journal of Technology, 31, 1993,
    pp.539-541.
7. Ukadgaonker,V.G, Awasare, P.J, A Novel Method of Stress Analysis of Infinite Plate with
    Small Radius Equilateral Triangular hole with Uniform Tensile Stress, Journal of the
    Institution of Engineers(India), MC, 73, 1993, pp.312-317.
8. Ukadgaonker,V.G, Awasare, P.J, A Novel Method of Stress Analysis of Infinite Plate with
    Rounded Corners of a Rectangular Hole under Uniform edge Loading, Indian Journal of
    Engineering and Material Sciences (India), 1994, pp.17-25.
9. Rao, D.K.N., Some General Solutions for Stresses around Holes in Anisotropic Plates,
    Ph.D. thesis, IIT Bombay, 2000.
10. Ukadgaonker, V.G., A Novel Method of Stress Analysis of Infinite Plate with rounded
    corners of a rectangular Hole, Indian Journal Technology, 26 (1988) 549-559.
(continued…)
11. Ukadgaonker, V.G. and Avarigarimath, R.R., Stress Analysis Of An infinite Plate Containing
    Two Unequal Elliptical Holes under In-Plane Stresses at Infinity, Presented at 12th Canadian
    Congress of Applied Mechanics, Carleton University, Ottawa, Canada, May-June 1989.
12. Ukadgaonker, V.G., Stress Analysis Of A Plate With Two Unequal Circular Holes Subjected To
    Tangential Stresses, AIAA Journal, pp. 125-128, January 1980.
13. Ukadgaonker, V.G. and Koranne, S.D., Interaction Effect On Stresses In An Infinite Plate
    With Two Unequal Arbitrary Oriented Elliptical Holes Or Cracks, Proceedings Of
    International Conference On Advances In Structural Testing, Analysis And Design,
    Bangalore, pp 996-1001, Aug. 1990.
14. Ukadgaonker, V. G. and Awasare, P. J., Interaction effect of rectangular hole and arbitrarily
    oriented elliptical hole or crack in infinite plate subjected to uniform tensile loading at
    infinity, Indian Journal of Engineering & Material Sciences, Vol.6, pp.125-134, June 1999.
15. Sharma, D.S, “Stress analysis of cracks emanating from two unequal circular holes in an
    anisotropic plate”, Ph. D. Thesis, IIT. Bombay, 2008.
16. Gandhi, B.S., Stress Analysis of Stiffened Doors and Windows of Boeing-747, M.Tech.
    Dissertation 2000.
17. Upadhyay, A., Stress Analysis of Boeing-777 Aircraft with Reinforced Doors and Windows,
    M.Tech. Dissertation 2005.
18. Shrivastava, D., Stress Analysis of Boeing-777 Aircraft Using FEM, M.Tech. Dissertation
    2005.
19. Sharma, V., Stresses near the Door and Windows of a Passenger Aircraft Subjected to Biaxial
    Bending with FEM, M.Tech. Dissertation 2005.
20. Vasnik, T., Stress Analysis of Boeing-777 Aircraft with crack at the Door and Window,
    M.Tech. Dessertation 2005.
21. Huo, H., Bobet, A., Fernandez, A., Ramirez, J., Analytical Solution for Deep Rectangular
    Structures Subjected to Far-field Stress, Elsevier, pp. 613 -625, 2005.
Thank You


            Questions

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MTech_ final_ppt

  • 1. Stress Analysis of Doors and Windows of BOEING 787 under Uniform Shear at Infinity Rajesh Kumar 08310031 M.Tech. (Design) Guide: Prof. V.G. Ukadgaonker Department of Mechanical Engineering Indian Institute of Technology, Bombay May, 2010
  • 2. Outline Introduction Boeing-787 Forces and Their Effect Problem Definition Literature Review Complex Variable Method Schwarz Alternating Technique Mapping of Door and Window Mathematical Formulation Finite Element Analysis Results Conclusions and Future Prospects References
  • 3. Introduction • Aircraft design • Optimum material utilization • High fatigue strength with minimum weight • Non-uniform stress distribution in components • Irregularities • Intrinsic defect /Flaws • Functional features like door, window, hole for fasteners, keyways etc. • Manufacturing defect • Non-uniform stress distribution causes localization of stress in the vicinity of any discontinuity (Stress Concentration) • Stress analysis is a tool to know stresses and its direction at various points • Major failures occurs due to crack initiation at points of maximum stress concentration (Critical points) • Stress Concentration Factor
  • 4. Boeing-787 A mid-sized, wide-body jet airliner currently under development by Boeing Commercial Airplanes Composite materials to construct fuselage - 15% Al, 50% composites and 12% titanium Ref [1] Allows high cabin pressure during flight Openings – passenger door, emergency door, cargo door and windows Main passenger door and the Window nearest to this door - Dimensions Material Properties : E1=139.3 Gpa, *All Dims in inches E2=11.3 Gpa, G12=6 Gpa, ν21=0.3,ν23=0.4
  • 5. Forces and Their Effect During the steady flight, main forces acting on aircraft fuselage are 1. Body forces - Differential internal pressure- Hoop and longitudinal stresses (Biaxial tensile state) 2. Engine thrust and wing drag - Engine thrust acts in forward direction, wind drag acts in the opposite direction of the motion of the aircraft – Longitudinal bending moment (out of plane load) 3. Due to manoeuvering of aircraft - Differential pressure acts on the wings while taking turn in air+inertia of the aircraft - torsional forces - Shear stresses in the aircraft skin
  • 6. Problem Definition To obtain stress concentration factor around the rectangular door and window of the Boeing-787 aircraft subjected to uniform shear at infinity. Also, to obtain the stress concentration factor around the door due to the interaction effect of the presence of a nearby window and vice versa. As the radius of curvature of fuselage is large compared to the dimensions of the doors and window, the fuselage is modelled as an infinite plate with single and multiple openings.
  • 7. Literature Review Single Hole Problem • Krisch and Muskhelishvili --- the problem of infinite plate with single circular hole subjected to uniaxial stress at infinity • Krisch --- Airy's stress function, Muskhelishvili --- complex variable method • Muskhelishvili --- various boundary value problem --- complex variable method and conformal mapping technique • Lekhnitskii --- the problem of anisotropic plates --- both in-plane and out of plane loading --- stress functions by series method • Savin --- isotropic and anisotropic plates --- conformal mapping --- circular, triangular, rectangular and elliptical single hole • Ukadgaonker and Awasare --- principle of superposition and Muskhelishvili’s complex variable approach --- solution for infinite plate containing, circular, elliptical, triangular, rectangular holes --- elliptical hole in anisotropic medium • Ukadgaonker and Rao --- solution for stress field around various hole geometries in an anisotropic medium --- subjected to biaxial and shear stress at infinity, uniform internal pressure at hole boundary, uniform shear stress at hole boundary in detail
  • 8. Literature Review (continued…) Two Hole Problem • Ukadgoanker and Avarigarimath --- infinite plate having two unequal collinear elliptical holes subjected to uniaxial tension and uniform shear --- complex variable approach as well as FEM • Ukadgaonker and Koranne --- infinite plate containing two unequal arbitrary oriented elliptical holes and cracks subjected to uniaxial tensile and shear loading --- complex variable approach, method of photoelasticity, FEM • Ukadgaonker and Awasare --- interaction effect of rectangular and arbitrarily oriented elliptical hole in infinite plate subjected to uniform tensile loading at infinity • Ukadgaonker and Sharma --- infinite plate containing two unequal arbitrarily oriented circular holes --- biaxial tensile, uniform shear, biaxial moment and torsion --- complex variable approach and FEM
  • 9. Literature Review (continued…) Door and Windows of Passenger Aircraft Gandhi --- door and windows of Boeing-747 --- analytical formulation for a single rectangular hole for tensile loading --- problem of multiple opening done by FEM Upadhyay, Sharma --- door and windows of Boeing-777 aircraft --- stress functions for single rectangular hole under tensile load and bending moment (Upadhyay) and under biaxial bending (Sharma) Shrivastava --- door and windows of Boeing-777 aircraft with FEM --- effect on stress field of one hole due to the presence of another hole in its vicinity using ANSYS Vasnik --- door and windows of Boeing-777 with crack --- stress intensity factor were obtained using FEM as well as complex variable approach Gaps Identified in Literature • Very few analytical solutions are available considering rectangular hole in an infinite plate of anisotropic material. • The interaction effect of two rectangular holes has not been yet studied using Schwarz’s alternating method.
  • 10. Schwarz’s Alternating Technique • The problem of multiply connected regions is solved as simply connected region and successively relaxing the boundary conditions on the holes. • First complex solution in terms of stress functions is obtained for plate without hole by mapping the physical Z-plane into ζ-plane. • Boundary condition at the fictitious circular hole is determined using these stress functions. • The second approximate solution is obtained by the application of the negative value of the boundary condition on the circular boundary. • Addition of these two solutions gives the solution valid near the circular hole. Solution of single hole problem
  • 11. Mapping of Door and Window Conformal Mapping • A conformal map is a function which preserves angles. • Any conformal mapping of a complex variable which has continuous partial derivatives is analytic. An analytic function is conformal at any point where it has a nonzero derivative. • Conformal mapping helps in transforming very complicated shapes into much simpler ones. •It allow the basic complex variable formulations to extend to the transformed problem. • Generalized form of mapping function for Door and Window
  • 12. Mapping of Door and Window (continued…) • Mapping Constants ▫ Door m1 m3 m5 m7 R -0.2570 -0.1555 0.0240 0.0111 34.3980 ▫ Window m1 m3 m5 R -0.2460 -0.1565 .0231 8.6500 • Door and window generated by using Matlab Window In mapped plane Door
  • 13. Complex Variable Approach Generalised Hooke’s law for plane stress Stresses in terms of Airy’s stress function Compatibility equation for Biharmonic equation as 2D- elasticity problem Its roots are, Hence, Introducing the stress functions φ(z1), ψ(z2) and their conjugate
  • 14. Complex Variable Approach (continued…) Stresses in terms of stress functions are We can obtain the solution using the following steps • First stage solution • Second stage solution • First Approximation • Second Approximation
  • 15. Mathematical Formulation Boundary Conditions Stress Function of Single Hole Problem under Remote Loading First Stage – Stress functions for hole free plate Second Stage – Plate having single rectangular hole where
  • 16. Mathematical Formulation (continued…) From Schwarz’s technique, where Final Solution – Obtained by superposition of the stress functions of the first and the second stage These stress functions give the stresses around rectangular hole.
  • 17. (continued…) First Approximation Stress functions for the door Stress functions for the window These Stress functions do not consider the interaction effect of door and window.
  • 18. (continued…) Second Approximation (Window) In order to account for the interaction effect of door on the stress functions of the window, the stress functions of the door is transformed to the centre of the window by translation through a distance C0, given by Z0 = ω(C0 ) such that |C0|>1. ζ The boundary conditions for anisotropic plate is given by Corrected stress functions around the window can be given by, ,
  • 21. (continued…) We get the corrected stress functions as By superposition of transformed and corrected stress functions we get the stress function for window considering the interaction effect of door Second Approximation (Door) This gives Using these stress functions we can find the stresses around door and window with interaction effect.
  • 22. Finite Element Analysis A numerical technique to find approximate solution of PDE ANSYS – A software to solve structural, static, transient, etc. problems Anisotropic thin infinite-plate with plain stress condition E1=139.3 GPa, E2=11.3 GPa, G12=6 GPa, ν21=0.3, ν23=0.4 Steps involved are- Preprocessing, Solution, Post processing PLANE82 eight nodes having two translational degrees of freedom at each node more accurate results for mixed quadrilateral and triangular elements well suited to model curved boundaries and have compatible displacement shapes has large deflection, large strain capabilities and Ref: ANSYS Help plasticity
  • 23. Models Plate: Length=1000 in., Width= 1000 in. Door: Length= 42 in., Width= 74 in., Corner Radius= 7 in. Window: Length= 10.74 in., Width= 18.44 in., Corner Radius= 5 in. Distance between door and window= 58.95 in.
  • 27. Results (Single Hole) Type of opening Max. Stress Concentration Error (%) Angular Position Factor (SCF) Analytical Numerical Passenger door 3.44 3.39 1.4 640 Window 2.27 2.16 4.8 680 MATLAB plot of SCF ANSYS plot of SCF
  • 32. Results (Two Hole) Type of opening Max. Stress Concentration Error (%) Angular Position Factor (SCF) Analytical Numerical Passenger door 3.44 3.40 1.2 1190 Window 2.24 2.27 1.4 1220 MATLAB plot of SCF ANSYS plot of SCF
  • 36. Results Type of opening Max. Stress Concentration Factor (SCF) Difference(%) Analytical Without Interaction With Interaction Passenger door 3.44 3.44 00 Window 2.27 2.24 1.3 Type of opening Max. Stress Concentration Factor (SCF) Difference(%) Numerical Without Interaction With Interaction Passenger door 3.39 3.40 0.3 Window 2.16 2.27 4.8
  • 37. Conclusions • Higher stress concentrations occur near the corner locations. • The SCF depends on the side ratio and corner radius. • Less is the side ratio higher is stress concentration factor. • Due to interaction, there is negligible change in stress field around door but the stress field around window gets affected significantly. • Door has higher maximum SCF compared to window both with and without interaction effect. • Analytical and numerical results are in good agreement.
  • 38. Future Prospects The variation of SCF for other geometries and with different parameters like length, width and thickness can be analyzed. The problem has been solved for the case of shear loading. The other loadings can be considered for the analysis like in-plane and out of plane bending loads. The curvature of aircraft fuselage can be taken into consideration to solve a problem of three dimensional curved plate subjected to different loads.
  • 39. References 1. Boeing official website: www.boeing.com. 2. Muskhelishvili, N.I., Some Basic Problems of Mathematical Theory of Elasticity, P. Noordhoff Ltd., Groningen, The Netherlands, 1963. 3. Lekhnitskii, S.G, Anisotropic Plates, Gordon and Breach Science Publishers, New York 1968. 4. Savin, G.N., Stress Concentration around Holes, Pergamom Press New York, 1961. 5. Ukadgaonker,V.G, Awasare, P.J, A Novel Method of Stress Analysis of Infinite Plate with Elliptical Hole with Uniform Tensile Stress, Journal of the Institution of Engineers (India), MC, 73, 1993 pp.309-311. 6. Ukadgaonker,V.G, Awasare, P.J, A Novel Method of Stress Analysis of Infinite Plate with Circular Hole with Uniform Loading at Infinity, Indian Journal of Technology, 31, 1993, pp.539-541. 7. Ukadgaonker,V.G, Awasare, P.J, A Novel Method of Stress Analysis of Infinite Plate with Small Radius Equilateral Triangular hole with Uniform Tensile Stress, Journal of the Institution of Engineers(India), MC, 73, 1993, pp.312-317. 8. Ukadgaonker,V.G, Awasare, P.J, A Novel Method of Stress Analysis of Infinite Plate with Rounded Corners of a Rectangular Hole under Uniform edge Loading, Indian Journal of Engineering and Material Sciences (India), 1994, pp.17-25. 9. Rao, D.K.N., Some General Solutions for Stresses around Holes in Anisotropic Plates, Ph.D. thesis, IIT Bombay, 2000. 10. Ukadgaonker, V.G., A Novel Method of Stress Analysis of Infinite Plate with rounded corners of a rectangular Hole, Indian Journal Technology, 26 (1988) 549-559.
  • 40. (continued…) 11. Ukadgaonker, V.G. and Avarigarimath, R.R., Stress Analysis Of An infinite Plate Containing Two Unequal Elliptical Holes under In-Plane Stresses at Infinity, Presented at 12th Canadian Congress of Applied Mechanics, Carleton University, Ottawa, Canada, May-June 1989. 12. Ukadgaonker, V.G., Stress Analysis Of A Plate With Two Unequal Circular Holes Subjected To Tangential Stresses, AIAA Journal, pp. 125-128, January 1980. 13. Ukadgaonker, V.G. and Koranne, S.D., Interaction Effect On Stresses In An Infinite Plate With Two Unequal Arbitrary Oriented Elliptical Holes Or Cracks, Proceedings Of International Conference On Advances In Structural Testing, Analysis And Design, Bangalore, pp 996-1001, Aug. 1990. 14. Ukadgaonker, V. G. and Awasare, P. J., Interaction effect of rectangular hole and arbitrarily oriented elliptical hole or crack in infinite plate subjected to uniform tensile loading at infinity, Indian Journal of Engineering & Material Sciences, Vol.6, pp.125-134, June 1999. 15. Sharma, D.S, “Stress analysis of cracks emanating from two unequal circular holes in an anisotropic plate”, Ph. D. Thesis, IIT. Bombay, 2008. 16. Gandhi, B.S., Stress Analysis of Stiffened Doors and Windows of Boeing-747, M.Tech. Dissertation 2000. 17. Upadhyay, A., Stress Analysis of Boeing-777 Aircraft with Reinforced Doors and Windows, M.Tech. Dissertation 2005. 18. Shrivastava, D., Stress Analysis of Boeing-777 Aircraft Using FEM, M.Tech. Dissertation 2005. 19. Sharma, V., Stresses near the Door and Windows of a Passenger Aircraft Subjected to Biaxial Bending with FEM, M.Tech. Dissertation 2005. 20. Vasnik, T., Stress Analysis of Boeing-777 Aircraft with crack at the Door and Window, M.Tech. Dessertation 2005. 21. Huo, H., Bobet, A., Fernandez, A., Ramirez, J., Analytical Solution for Deep Rectangular Structures Subjected to Far-field Stress, Elsevier, pp. 613 -625, 2005.
  • 41. Thank You Questions