1 / 39

NUMERICAL METHODS THAT CAN BE USED IN BIOMECHANICS

NUMERICAL METHODS THAT CAN BE USED IN BIOMECHANICS. Mechanics of Materials Approach (A) Complex Beam Theory (i) Straight Beam (ii) Curved Beam (iii) Composite Beam. From:Daviddarling.info. NUMERICAL METHODS THAT CAN BE USED IN BIOMECHANICS. Mechanics of Material Approach (Cont).

tameka
Télécharger la présentation

NUMERICAL METHODS THAT CAN BE USED IN BIOMECHANICS

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. NUMERICAL METHODS THAT CAN BE USED IN BIOMECHANICS • Mechanics of Materials Approach (A) Complex Beam Theory (i) Straight Beam (ii) Curved Beam (iii) Composite Beam From:Daviddarling.info

  2. NUMERICAL METHODS THAT CAN BE USED IN BIOMECHANICS Mechanics of Material Approach (Cont)

  3. NUMERICAL METHODS THAT CAN BE USED IN BIOMECHANICS (2) Finite Difference Method

  4. NUMERICAL METHODS THAT CAN BE USED IN BIOMECHANICS (2) Finite Difference Method (Contd) Consider an ordinary differential equation One of the difference equation method is using: To approximate the differential equation. Solution is:

  5. APPLICATION OF FINITE ELEMENT METHOD TO BIOMECHANICS

  6. Introduction • Re-invented around 1963 • Initially applied to engineering structures Concrete dams Aircraft structures (Civil engineers) (Aeronautical engineers)

  7. Introduction • FEM is based on Energy Method Method of Residuals

  8. Introduction • Energy method Total potential energy must be stationary δ (U + W) = δ ( П ) = 0

  9. Introduction • Residual method Differential equation governing the problem is given by A ( ø ) = 0 Minimise R = A ( ø* ) - A ( ø ) ø is actual solution ø* is assumed solution

  10. Introduction • Both methods give us a set of equations [ K ] { a } = { f } Stiffness Matrix Force Matrix Displacement Matrix

  11. Introduction - FEM Procedure • Continuum is separated by imaginary lines or surfaces into a number of “finite elements” Finite Elements

  12. Introduction - FEM Procedure • Elements are assumed to be interconnected at a discrete number of “nodal points” situated on their boundaries Nodal Points Finite Elements Displacements at these nodal points will be the basic unknown

  13. Introduction - FEM Procedure • A set of functions is chosen to define uniquely the state of displacement within each finite element ( U ) in terms of nodal displacements ( a1 , a2 , a3 ) Finite Element a2 Nodal Point U = Σ Ni ai i= 1, 3 y a3 a1 x

  14. Introduction - FEM Procedure • This displacement function is input into either “energy equations” or “residual equations” to give us element equilibrium equation • [ K ] { a } = { f } Finite Element a2 Nodal Point y Element Displacement Matrix Element Force Matrix Element Stiffness Matrix a3 a1 x

  15. Introduction - FEM Procedure • Element equilibrium equations are assembled taking care of displacement compatibility at the connecting nodes to give a set of equations that represents equilibrium of the entire continuum Nodal Points Finite Elements

  16. Introduction - FEM Procedure • Solution for displacements are obtained after substituting boundary conditions in the continuum equilibrium equations Nodal Points Finite Elements Support Points Support Points

  17. Introduction • Finite element method used to solve: • Elastic continuum • Heat conduction • Electric & Magnetic potential • Non-linear (Material & Geometric) -plasticity, creep • Vibration • Transient problems • Flow of fluids • Combination of above problems • Fracture mechanics

  18. Introduction • Finite elements: • Truss , Cable and Beam elements • Two & Three solid elements • Axi-symmetric elements • Plate & Shell elements • Spring, Damper & Mass elements • Fluid elements

  19. Application to Spine Biomechanics

  20. Finite Element Mesh of C4-C7 Facet Joints C4 C5-C6 Graft C5 C6 C7 Intact With Graft at C5-C6 Level

  21. von Mises Stress in C4-C5 Annulus (Flexion) 5 MPa Anterior 6 MPa Anterior Kyphotic Graft Neutral Graft

  22. Finite Element Mesh of L1-S1

  23. Vertical Displacement Distribution in L1-S1

  24. Finite Element Mesh of L2-L5 With 25% Translational Spondylolisthesis

  25. Vertical Displacement Distribution in L2-L5 Under Flexion Moment (25% translational spondylolisthesis)

  26. Application to Knee Implant Biomechanics

  27. Finite Element Mesh to Represent Tibial Insert & Femoral Component

  28. Contact Compressive Stress

  29. Motion of Femoral Implant with respect to UHMWPE Knee Insert

  30. Application to Femoral Implant Biomechanics

  31. Finite Element Mesh of an Intact Femur

  32. Distribution of SIGMA-ZZ in an intact femur

  33. Finite Element Mesh of a Femur with Implant

  34. SIGMA-ZZ in a Femur With Implant

  35. Implant fixed with cement layer in a femur

  36. Von Misses stress in cement layer

  37. SIGMA-ZZ in cortical bone in a femur with implant attached using cement

  38. Advantage of using FEM • Irregular complex geometry can be modeled • Effect of large number of variables in a problem can be easily analysed • Multiple phase problems can be modeled • Effect of various surgical techniques can be compared using appropriate FE models • Both static and time dependent problems can be modeled • Solution to certain problems that cannot be (or difficult) obtained otherwise can be solved by FEM

More Related