Related Experiment Video
Updated: Apr 23, 2026

08:36
Fragility Assessment of Bovine Cortical Bone Using Scratch Tests
Published on: November 30, 2017
9.0K
Microdamage assessment of bone-cement interfaces under monotonic and cyclic compression
Gianluca Tozzi1, Qing-Hang Zhang1, Jie Tong1
1Mechanical Behaviour of Materials Laboratory, School of Engineering, University of Portsmouth, UK.
Journal of Biomechanics
|October 7, 2014
Summary
Cortical bone enhances load transfer in bone-cement interfaces for joint replacements. This leads to microcrack accumulation and damage in the cement and bone-cement regions under cyclic loading.
Area of Science:
- Biomaterials Science
- Orthopedic Biomechanics
- Medical Device Engineering
Background:
- Bone-cement interfaces are critical for joint replacement fixation.
- Previous studies lacked volumetric assessment of microdamage and bone type influence on load transfer.
- Digital image correlation (DIC) and digital volume correlation (DVC) offer advanced analysis capabilities.
Purpose of the Study:
- To quantify the role of different bone types (trabecular, cortical, mixed) in bone-cement construct mechanical behavior.
- To assess microdamage accumulation volumetrically using DVC and finite element (FE) analysis.
- To investigate load transfer mechanisms and mechanical responses under static and cyclic compression.
Main Methods:
- Construction of bone-cement interfaces using varied bone types (trabecular, mixed, cortical).
- In situ mechanical testing under static and cyclic compression.
- Digital Volume Correlation (DVC) for axial displacement and strain field analysis.
- Finite Element (FE) analysis for microdamage assessment (yielded volumes and strains).
Main Results:
- Significantly higher load transfer into the cement region was observed with mainly cortical bone interdigitation.
- Progressive damage accumulation, including microcrack initiation, occurred in the bone-cement interdigitated and cement regions under cyclic loading when using cortical bone.
- High residual strains (εzz_res) were associated with microcrack initiation in the cortical bone group.
Conclusions:
- Bone type significantly influences load transfer and mechanical behavior at the bone-cement interface.
- Cortical bone integration enhances load transfer but increases susceptibility to microdamage accumulation under cyclic loading.
- Volumetric assessment using DVC provides crucial insights into internal damage mechanisms at the bone-cement interface.
Keywords:
Bone-cement interfaceDigital volume correlationFinite element analysisIn situ mechanical testingMicrodamageµCTMore Related Videos
Related Concept Videos
Microcracking in Concrete
607
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
607
Behavior of Concrete Under Compressive Load
933
Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
As the concrete specimen fractures under...
As the concrete specimen fractures under...
933
Strength of Cement
873
Strength tests for cement are not performed directly on neat cement paste due to difficulty in obtaining consistent, reliable specimens. Instead, cement is typically tested in the form of cement-sand mortar.
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
873
Creep in Concrete
1.9K
Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
1.9K
Tensile Strength Considerations of Concrete
1.6K
Considering the tensile strength of concrete involves recognizing that the theoretical strength of cement paste can be up to a thousand times higher than what is observed in practical applications. This significant discrepancy is largely attributed to the presence of microscopic cracks within the concrete. These cracks tend to amplify stress at their tips when a load is applied, a phenomenon explained by Griffith's theory of brittle fracture.
The dimensions and shape of a concrete specimen...
The dimensions and shape of a concrete specimen...
1.6K
Stress-Strain Diagram - Brittle Materials
4.3K
Brittle materials, including glass, cast iron, and stone, exhibit unique characteristics. They fracture without considerable change in their elongation rate, indicating that their breaking and ultimate strength are equivalent. Such materials also show lower strain levels at the point of rupture. The failure in brittle materials predominantly results from normal stresses, as evidenced by the rupture created along a surface perpendicular to the applied load. These materials do not display...
4.3K

