As a step towards developing a finite element model of the knee that can be used to study how the variables associated with a meniscal replacement affect tibio-femoral contact, the goals of this study were 1) to develop a geometrically accurate three-dimensional solid model of the knee joint with special attention given to the menisci and articular cartilage, 2) to determine to what extent bony deformations affect contact behavior, and 3) to determine whether constraining rotations other than flexion/extension affects the contact behavior of the joint during compressive loading. The model included both the cortical and trabecular bone of the femur and tibia, articular cartilage of the femoral condyles and tibial plateau, both the medial and lateral menisci with their horn attachments, the transverse ligament, the anterior cruciate ligament, and the medial collateral ligament. The solid models for the menisci and articular cartilage were created from surface scans provided by a noncontacting, laser-based, three-dimensional coordinate digitizing system with an root mean squared error (RMSE) of less than 8 microns. Solid models of both the tibia and femur were created from CT images, except for the most proximal surface of the tibia and most distal surface of the femur which were created with the three-dimensional coordinate digitizing system. The constitutive relation of the menisci treated the tissue as transversely isotropic and linearly elastic. Under the application of an 800 N compressive load at 0 degrees of flexion, six contact variables in each compartment (i.e., medial and lateral) were computed including maximum pressure, mean pressure, contact area, total contact force, and coordinates of the center of pressure. Convergence of the finite element solution was studied using three mesh sizes ranging from an average element size of 5 mm by 5 mm to 1 mm by 1 mm. The solution was considered converged for an average element size of 2 mm by 2 mm. Using this mesh size, finite element solutions for rigid versus deformable bones indicated that none of the contact variables changed by more than 2% when the femur and tibia were treated as rigid. However, differences in contact variables as large as 19% occurred when rotations other than flexion/extension were constrained. The largest difference was in the maximum pressure. Among the principal conclusions of the study are that accurate finite element solutions of tibio-femoral contact behavior can be obtained by treating the bones as rigid. However, unrealistic constraints on rotations other than flexion/extension can result in relatively large errors in contact variables.
Skip Nav Destination
Article navigation
June 2002
Technical Papers
A Finite Element Model of the Human Knee Joint for the Study of Tibio-Femoral Contact
Tammy L. Haut Donahue,
Tammy L. Haut Donahue
Department of Mechanical Engineering, Michigan Technological University, Houghton, MI 49931
Search for other works by this author on:
M. L. Hull,
M. L. Hull
Department of Mechanical Engineering, and Biomedical Engineering Graduate Group, University of California at Davis, Davis, CA 95616
Search for other works by this author on:
Mark M. Rashid, Associate Professor of Civil Engineering,,
Mark M. Rashid, Associate Professor of Civil Engineering,
Department of Civil Engineering, University of California at Davis, Davis, CA 95616
Search for other works by this author on:
Christopher R. Jacobs, Associate Professor of Orthopaedics
Christopher R. Jacobs, Associate Professor of Orthopaedics
Musculoskeletal Research Laboratory, Penn State University, Hershey, PA 17033
Search for other works by this author on:
Tammy L. Haut Donahue
Department of Mechanical Engineering, Michigan Technological University, Houghton, MI 49931
M. L. Hull
Department of Mechanical Engineering, and Biomedical Engineering Graduate Group, University of California at Davis, Davis, CA 95616
Mark M. Rashid, Associate Professor of Civil Engineering,
Department of Civil Engineering, University of California at Davis, Davis, CA 95616
Christopher R. Jacobs, Associate Professor of Orthopaedics
Musculoskeletal Research Laboratory, Penn State University, Hershey, PA 17033
Contributed by the Bioengineering Division for publication in the JOURNAL OF BIOMECHANICAL ENGINEERING. Manuscript received by the Bioengineering Division June 26, 2000; revised manuscript received January 30, 2002. Associate Editor: G. A. Ateshian.
J Biomech Eng. Jun 2002, 124(3): 273-280 (8 pages)
Published Online: May 21, 2002
Article history
Received:
June 26, 2000
Revised:
January 30, 2002
Online:
May 21, 2002
Citation
Haut Donahue, T. L., Hull, M. L., Rashid, M. M., and Jacobs, C. R. (May 21, 2002). "A Finite Element Model of the Human Knee Joint for the Study of Tibio-Femoral Contact ." ASME. J Biomech Eng. June 2002; 124(3): 273–280. https://doi.org/10.1115/1.1470171
Download citation file:
Get Email Alerts
Simulating the Growth of TATA-Box Binding Protein-Associated Factor 15 Inclusions in Neuron Soma
J Biomech Eng (December 2024)
Effect of Structure and Wearing Modes on the Protective Performance of Industrial Safety Helmet
J Biomech Eng (December 2024)
Sex-Based Differences and Asymmetry in Hip Kinematics During Unilateral Extension From Deep Hip Flexion
J Biomech Eng (December 2024)
Related Articles
3D Finite Element Model of Meniscectomy: Changes in Joint Contact Behavior
J Biomech Eng (February,2006)
A Lagrange Multiplier Mixed Finite Element Formulation for Three-Dimensional Contact of Biphasic Tissues
J Biomech Eng (June,2007)
Development and Validation of A C0–C7 FE Complex for Biomechanical Study
J Biomech Eng (October,2005)
Related Proceedings Papers
Related Chapters
Novel and Efficient Mathematical and Computational Methods for the Analysis and Architecting of Ultralight Cellular Materials and their Macrostructural Responses
Advances in Computers and Information in Engineering Research, Volume 2
Data Tabulations
Structural Shear Joints: Analyses, Properties and Design for Repeat Loading
STRUCTURAL RELIABILITY ASSESSMENT OF PIPELINE GIRTH WELDS USING GAUSSIAN PROCESS REGRESSION
Pipeline Integrity Management Under Geohazard Conditions (PIMG)