Related Experiment Video

Updated: Aug 19, 2026

Proximal Cadaveric Femur Preparation for Fracture Strength Testing and Quantitative CT-based Finite Element Analysis
08:04

Proximal Cadaveric Femur Preparation for Fracture Strength Testing and Quantitative CT-based Finite Element Analysis

Published on: March 11, 2017

Two-dimensional finite element method analysis of the proximal end of the femur

H Oonishi, T Hasegawa

    Nihon Seikeigeka Gakkai Zasshi
    |May 1, 1982
    PubMed

    More Related Videos

    Method and Instrumented Fixture for Femoral Fracture Testing in a Sideways Fall-on-the-Hip Position06:58

    Method and Instrumented Fixture for Femoral Fracture Testing in a Sideways Fall-on-the-Hip Position

    Published on: August 17, 2017

    A Method to Estimate Cadaveric Femur Cortical Strains During Fracture Testing Using Digital Image Correlation09:34

    A Method to Estimate Cadaveric Femur Cortical Strains During Fracture Testing Using Digital Image Correlation

    Published on: September 14, 2017

    Related Concept Videos

    Bones of the Lower Limb: Femur and Patella01:16

    Bones of the Lower Limb: Femur and Patella

    The femur is the body's longest and strongest bone spanning the thigh region. Its head articulates with the acetabulum of the hip bone to form the hip joint. A minor indentation on the medial side of the femoral head, called the fovea capitis, serves as the site of attachment for the ligament of the head of the femur. This weak ligament spans the femur and acetabulum and supports the hip joint. The narrowed region below the head is the neck of the femur. The inclination angle between the neck...
    Two-Dimensional Force System01:20

    Two-Dimensional Force System

    A two-dimensional system in mechanical engineering involves the analysis of motion and forces in a plane. A two-dimensional force vector can be resolved into its components as:
    Thin-Walled Hollow Shafts01:15

    Thin-Walled Hollow Shafts

    In analyzing a thin-walled hollow shaft subjected to torsional loading, a segment with width dx is isolated for examination. Despite its equilibrium state, this segment faces torsional shearing forces at its ends. These forces are quantitatively described by the product of the longitudinal shearing stress on the segment's minor surface and the area of this surface, leading to the concept of shear flow. This shear flow is consistent throughout the structure, indicating a uniform distribution of...
    Flexural Stress01:16

    Flexural Stress

    When analyzing bending in symmetric members, it's crucial to understand how stresses distribute when subjected to bending moments. This stress distribution is effectively described by applying fundamental mechanics and material science principles, particularly Hooke's Law for elastic materials.
    Hooke's Law states that within the material's elastic limits, stress is directly proportional to strain. In a member experiencing a bending moment, the strain at any point is relative to its distance...
    Shear on the Horizontal Face of a Beam Element01:16

    Shear on the Horizontal Face of a Beam Element

    To understand shear on the flat side of a prismatic beam element, consider the vertical and horizontal shearing forces, and the normal forces, acting on the element. The element's upper (U) and lower (L) sections, which are divided by the beam's neutral axis, are examined. The equilibrium of these forces is determined by applying the equilibrium equation, which helps identify the horizontal shearing force. This force is directly related to the bending moments and the cross-section's first...
    Beams with Symmetric Loadings01:15

    Beams with Symmetric Loadings

    The moment-area method is an analytical tool used in structural engineering to determine the slope and deflection of beams under various loads. Consider a cantilever with a concentrated load and moment at the free end. The first step is constructing a free-body diagram to calculate the reactions at the fixed end. Next, the bending moment diagram is plotted to visualize how the bending moment varies along the beam's length, focusing on points where the bending moment equals zero.
    The M/EI...