Related Experiment Video
Updated: Jun 17, 2026

08:42
A Surgical Procedure for Resecting the Mouse Rib: A Model for Large-Scale Long Bone Repair
Published on: January 21, 2015
Structural characterization of human rib cage behavior under dynamic loading
Stapp Car Crash Journal
|January 12, 2010
Summary
This study analyzed rib cage deformation and costovertebral joint motion during dynamic loading. Initial rib slope influences rib rotation and deformation, with functional helical axes observed at the costovertebral joints.
Area of Science:
- Biomechanics
- Orthopedics
- Anatomy
Background:
- Understanding rib cage mechanics is crucial for injury assessment and treatment.
- Previous research has focused on static loading, with limited dynamic analysis.
- The role of costovertebral joint kinematics in overall rib cage deformation remains incompletely understood.
Purpose of the Study:
- To characterize the three-dimensional deformation of the rib cage and kinematics of costovertebral joints under dynamic loading.
- To investigate the influence of structural properties (geometry, initial rib slopes) and costovertebral joints on rib cage deformation capacity.
- To numerically evaluate the sensitivity of rib cage deformation to geometric changes.
Main Methods:
- Experimental testing on four cadaveric rib cages subjected to dynamic sternal deflection.
- 3D video analysis to compute rib motion and deformation using marker tracking.
- Subject-specific finite element models for numerical simulation of geometric variations.
Main Results:
- Rib rotations varied significantly with costal level and between subjects.
- Rib deformations occurred primarily in the sagittal plane for upper ribs and the rib plane for lower ribs.
- A correlation (R2>0.4) was found between initial rib slope and rib rotation/deformation, supporting prior hypotheses.
- Costovertebral joints exhibited functional helical axes of rotation that shifted with deflection and costal level.
Conclusions:
- Initial rib slope is a key factor influencing rib cage deformation and rotation.
- Costovertebral joint kinematics are complex, characterized by functional helical axes, not fixed physiological ones.
- These findings enhance our understanding of rib cage biomechanics during dynamic events.
Related Concept Videos
The Thoracic Cage: Ribs
Ribs are curved, flattened bones forming the thoracic cavity wall with the thoracic muscles. There are 12 pairs of thoracic ribs. The posterior ends of all the ribs articulate with the T1–T12 thoracic vertebrae. In contrast,the anterior ends of most ribs attach to the sternum via their costal cartilages.
Parts of a Typical Rib
A typical rib has a head, neck, and body. The posterior end of the rib is called the head, followed by a narrow neck. The head articulates primarily with the costal facet...
Parts of a Typical Rib
A typical rib has a head, neck, and body. The posterior end of the rib is called the head, followed by a narrow neck. The head articulates primarily with the costal facet...
The Thoracic Cage: Sternum
The thoracic or rib cage forms the body's thorax (chest) portion. Its primary function in the body is to protect vital organs in the thoracic cavity, such as the heart and the lungs. It consists of 12 pairs of ribs with their costal cartilages and the sternum. The ribs are anchored posteriorly to the 12 thoracic vertebrae (T1-T12).
The sternum is the elongated bony structure on the anterior side of the thoracic cage. It consists of three parts: the manubrium, the body, and the xiphoid process.
The sternum is the elongated bony structure on the anterior side of the thoracic cage. It consists of three parts: the manubrium, the body, and the xiphoid process.
Deformation of Member under Multiple Loadings
When a rod is made of different materials or has various cross-sections, it must be divided into parts that meet the necessary conditions for determining the deformation. These parts are each characterized by their internal force, cross-sectional area, length, and modulus of elasticity. These parameters are then used to compute the deformation of the entire rod.
In the case of a member with a variable cross-section, the strain is not constant but depends on the position. The deformation of an...
In the case of a member with a variable cross-section, the strain is not constant but depends on the position. The deformation of an...
Normal Strain under Axial Loading
Normal strain under axial loading is an important concept in the field of mechanics of materials. Axial loading implies the application of a force along the axis of a material, like a column or bar. This force can either compress or stretch the material. In the context of axial loading, normal strain is the deformation experienced by the material in the direction of the loading force. It's calculated as the change in length divided by the original length of the material. This unitless ratio...
General Case of Eccentric Axial Loading
Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from symmetrical bending, which are essential for designing structures to withstand different loading conditions.
Consider a member subjected to equal and opposite forces that are applied along a line that does not coincide with the member's neutral axis. In unsymmetrical bending,...
Consider a member subjected to equal and opposite forces that are applied along a line that does not coincide with the member's neutral axis. In unsymmetrical bending,...
Internal Loadings in Structural Members: Problem Solving
When designing or analyzing a structural member, it is important to consider the internal loadings developed within the member. These internal loadings include normal force, shear force, and bending moment. Engineers can ensure that the structural member can support the applied external forces by calculating these internal loadings.
To illustrate this, let's consider a beam OC of 5 kN, inclined at an angle of 53.13° with the horizontal and supported at both ends. Determine the internal loadings...
To illustrate this, let's consider a beam OC of 5 kN, inclined at an angle of 53.13° with the horizontal and supported at both ends. Determine the internal loadings...
