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Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

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...
Fractures: Bone Repair01:27

Fractures: Bone Repair

Treatment for a fracture is based on the type of break, the bone affected, and the patient's age.
Minor fractures with no bone displacement are treated by immobilizing the fractured bone using a cast or splint. However, in the case of fractures with displaced bones, the broken bones are repositioned before immobilization to ensure successful healing without deformation and loss of function. The realignment of fractured bone ends is performed through a process called reduction. If the procedure...
Accelerated Curing of Concrete01:25

Accelerated Curing of Concrete

Accelerating concrete curing is achieved by applying heat and additional moisture. This process accelerates the hydration of the cement, resulting in an earlier strength gain in the concrete. Steam curing is a method wherein the concrete products are either transported through a chamber on a conveyor belt or encased in plastic, allowing steam at atmospheric pressure to circulate freely around them. This process begins with a phase of moist curing that typically lasts between 3 to 5 hours, after...
Alkali Aggregate Reaction in Concrete01:26

Alkali Aggregate Reaction in Concrete

The alkali-aggregate reaction in concrete involves natural siliceous minerals in aggregates reacting with alkaline hydroxides derived from cement alkalis. This reaction forms an alkali-silica gel that absorbs water, swells, and increases in volume, which is confined by the surrounding cement paste, creating internal pressures that crack and disrupt the concrete. The extent of expansion and damage can be partly attributed to the alkali-silica reaction's osmotic hydraulic pressure and the...
The Bone Matrix01:18

The Bone Matrix

Bone contains a relatively small number of cells entrenched in a matrix of collagen fibers that provide an adherent surface for inorganic salt crystals. Both components of the matrix, organic and inorganic, contribute to the unusual properties of bone. Without collagen, bones would be brittle and shatter easily. Without mineral crystals, bones would flex and provide little support. This can be observed by an experiment: when the minerals of a bone are dissolved by soaking the bone in acid or...

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Updated: Jul 5, 2026

Multimodal Approach to Assess Bone Regeneration and Scaffold Performance
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Crack initiation processes in acrylic bone cement.

P E Sinnett-Jones1, M Browne, A J Moffat

  • 1Bioengineering Sciences Research Group, School of Engineering Sciences, Southampton University, Southampton SO17 1BJ, United Kingdom.

Journal of Biomedical Materials Research. Part A
|May 17, 2008
PubMed
Summary
This summary is machine-generated.

Understanding bone cement fatigue failure is improved by monitoring internal defects. This study reveals crack initiation near pores and microcracking in barium sulfate agglomerations, offering insights into bone cement performance.

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Area of Science:

  • Biomaterials Science
  • Mechanical Engineering
  • Orthopedic Surgery

Background:

  • Bone cement failure is poorly understood due to challenges in monitoring internal defect evolution.
  • Internal defects significantly influence the in vivo fatigue failure of bone cement.
  • Optimizing bone cement performance requires a better grasp of micromechanics.

Purpose of the Study:

  • To integrate high-resolution imaging with damage monitoring techniques.
  • To elucidate the chronology and mechanisms of fatigue failure in bone cement.
  • To investigate crack initiation and propagation pathways.

Main Methods:

  • High-resolution imaging techniques.
  • Complementary damage monitoring and detection methods.
  • Analysis of crack initiation and propagation in bone cement samples.

Main Results:

  • The study captured early-stage crack initiation, proposing initiation away from pores due to pore morphology and stress concentrations.
  • Barium sulfate (BaSO(4)) agglomerations were observed to microcrack during fatigue but were not the primary failure cause.
  • Cracks were observed to be contained within agglomerations due to matrix clamping during curing-induced shrinkage.

Conclusions:

  • The findings provide critical insights into the micromechanics of bone cement fatigue failure.
  • Understanding crack initiation near pores and the role of BaSO(4) agglomerations can inform cement design.
  • This research contributes to improving the longevity and performance of bone cements in orthopedic applications.