• DocumentCode
    128247
  • Title

    Mechanical response of femur bone to bending load using finite element method

  • Author

    Bhardwaj, Arpit ; Gupta, Arpan ; Kwong Ming Tse

  • Author_Institution
    Dept. of Mech. Eng., Graphic Era Univ., Dehradun, India
  • fYear
    2014
  • fDate
    6-8 March 2014
  • Firstpage
    1
  • Lastpage
    4
  • Abstract
    Bending load is often encountered in femur bone (thigh bone) particularly in the case of lateral impact. Femur fracture is quite usual in pedestrians. It generally occurs because of bending of femur bone due to lateral impact. In order to prevent fractures in walkers and vehicle passengers from accidents, it is significant to study the bending behavior of femur bone. Femur bone is one of the most commonly fractured bones in human body as it is one of the longest and largest bones. In this work, mechanical response of femur bone to bending load is studied by the help of finite element simulation. For a given critical load, deflection, von Mises stresses and bending stresses have been obtained. For the critical bending moment of 200 N-m, the maximum von Mises stresses reaches up to 131.3 MPa, and the maximum deflection is found to be 1.8 cm. The Von Mises stress must be less than the yield stress of the material; otherwise it could lead to fracture of the bone.
  • Keywords
    bending; biomechanics; bone; finite element analysis; fracture; gait analysis; internal stresses; orthopaedics; yield stress; bending behavior; bending loading; femur bone; femur bone bending; femur fracture; finite element method; lateral impact; mechanical response; pedestrians; vehicle passengers; walking; Biomechanics; Bones; Finite element analysis; Load modeling; Mathematical model; Solid modeling; Stress; bending; femur bone; finite element simulation; von Mises stress;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Engineering and Computational Sciences (RAECS), 2014 Recent Advances in
  • Conference_Location
    Chandigarh
  • Print_ISBN
    978-1-4799-2290-1
  • Type

    conf

  • DOI
    10.1109/RAECS.2014.6799594
  • Filename
    6799594