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Related Concept Videos

Mortar Properties01:17

Mortar Properties

Mortar properties encompass a range of characteristics crucial for construction and masonry work, including workability, water retention, bond strength, durability, compressive strength, volume change, and appearance. Workability refers to mortar's ability to be easily applied and manipulated without sagging or falling off surfaces, which is important for efficient masonry unit placement and alignment. Water retention is essential to prevent the mortar from losing moisture too quickly to the...
Hydration of Cement01:24

Hydration of Cement

Hydration of cement is a chemical reaction between cement particles and water. This process occurs primarily through two mechanisms: through-solution and topochemical. In the through-solution process, anhydrous compounds dissolve into their constituents, hydrates form in the solution, and then precipitate from the supersaturated solution. The topochemical process involves solid-state reactions at the cement particle surface. The through-solution process dominates the topochemical process at the...
Strength of Cement01:20

Strength of Cement

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 ASTM C...
Bonding and Strength of Aggregate01:12

Bonding and Strength of Aggregate

The bond between aggregate particles and the cement matrix is significantly influenced by the shape and surface texture of the aggregates. High-strength concretes benefit from a rougher texture, which leads to stronger bonding due to greater adhesion. Angular aggregates with larger surface areas also enhance this bond. The bonding quality, however, is complex to assess as no universally accepted test exists. Good bonding is indicated when a crushed concrete specimen shows some aggregate...
Curing of Concrete01:20

Curing of Concrete

The hydration of cement takes place within the water-filled capillary pores. However, environmental elements can disrupt this process by evaporating water from the concrete surfaces. Sealed concrete with a water-cement ratio below 0.5 experiences self-desiccation, leading to water loss. The water loss in concrete is mitigated by curing. This technique involves keeping the concrete saturated to maintain the necessary temperature and moisture conditions, to optimally fill the spaces in the cement...
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...

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An Improved Mechanical Testing Method to Assess Bone-implant Anchorage
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An Improved Mechanical Testing Method to Assess Bone-implant Anchorage

Published on: February 10, 2014

Bioactive bone cement: effect of surface curing properties on bone-bonding strength.

S Shinzato1, M Kobayashi, W F Mousa

  • 1Department of Orthopaedic Surgery, Faculty of Medicine, Kyoto University, Kawahara-cho 54, Shogoin, Sakyo-ku, Kyoto 606-8507, Japan. shinzato@mbox.kyoto-inet.or.jp

Journal of Biomedical Materials Research
|January 15, 2000
PubMed
Summary

This study investigated how the presence of an uncured surface on bone cement affects its ability to bond with bone. Researchers compared two types of composite cements made with bis-GMA resin and either apatite- and wollastonite-containing glass-ceramic (AW-GC) or hydroxyapatite (HA) powder. Each cement plate had one uncured and one cured surface. The plates were implanted into rabbit tibiae, and the bone-bonding strength was measured using a detaching test after 8 weeks. The uncured surfaces showed significantly higher failure loads than the cured surfaces for both cement types. Histological analysis revealed direct bone formation on the uncured surfaces and a Ca-P-rich layer on AWC. The results suggest that uncured surfaces may enhance bioactivity and promote stronger bone bonding. This could lead to improved designs for bioactive bone cements.

Keywords:
bone cement bondingsurface properties in biomaterialsapatite wollastonite cementhydroxyapatite composites

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Biological Compatibility Profile on Biomaterials for Bone Regeneration

Published on: November 16, 2018

Area of Science:

  • Biomaterials engineering in orthopedic surgery
  • Dental materials research in regenerative medicine

Background:

Current research on bone cements has focused on how surface properties affect bonding with bone. It is already known that bisphenol-A-glycidyl methacrylate (bis-GMA) resins are commonly used in composite cements. However, the impact of uncured surfaces on bioactivity remains unclear. Prior studies have examined the mechanical properties of cured cements, but few have explored the role of uncured surfaces in promoting bone bonding. This gap motivated the present investigation into the effect of uncuring one side of a cement plate. No prior work had resolved whether uncured surfaces might enhance bonding. The study aimed to address this uncertainty by comparing uncured and cured surfaces. Histological and mechanical evaluations were needed to confirm the hypothesis. Understanding this could improve the design of bioactive bone cements.

Purpose Of The Study:

The purpose of the study was to assess how the presence of an uncured surface affects the bone-bonding strength of composite cements. Researchers aimed to test whether the uncured surface of a bis-GMA-based cement could promote stronger bonding with bone. The study compared two types of composite cements: one with apatite- and wollastonite-containing glass-ceramic (AW-GC) and another with hydroxyapatite (HA). Both cements had 70 wt % of their respective powders. The hypothesis was that the uncured surface would show greater bioactivity than the cured side. The goal was to measure the failure load of each surface in vivo. Histological analysis was also planned to observe bone-cement interactions. This approach was chosen to provide both mechanical and biological evidence.

Main Methods:

The study used composite cement plates made of bis-GMA resin and either AW-GC or HA powder. Each plate had one uncured and one cured surface. The plates were implanted into the tibiae of male Japanese white rabbits. The surface orientation was preserved during implantation. After 8 weeks, a detaching test was performed to measure failure load. Histological examination of the bone-cement interface followed. The uncured and cured surfaces were compared within and between the two cement types. Statistical analysis was used to assess differences in failure load. The presence of a Ca-P-rich layer was evaluated in histological samples. This method allowed for both mechanical and structural evaluation of the surfaces.

Main Results:

The failure load for AWC-plates at the uncured surface was 2.05 ± 1.11 kgf, significantly higher than the cured surface at 0.28 ± 0.64 kgf. For HAC-plates, the uncured surface had a failure load of 1.40 ± 0.68 kgf, compared to 0.00 ± 0.00 kgf for the cured surface. AWC uncured surfaces showed higher failure loads than HAC uncured surfaces, though not significantly. AWC cured surfaces also had higher failure loads than HAC cured surfaces. Histological analysis revealed direct bone formation on both uncured surfaces. A Ca-P-rich layer was observed only on the AWC uncured surface. These findings suggest that uncured surfaces may enhance bioactivity. The presence of a Ca-P layer supports the role of uncured surfaces in promoting bonding.

Conclusions:

The study found that uncured surfaces of AWC and HAC cements showed higher bone-bonding strength than their cured counterparts. The researchers propose that uncured surfaces may expose bioactive fillers, enhancing bonding. The presence of a Ca-P-rich layer on AWC uncured surfaces supports this idea. The findings suggest that uncured surfaces could be useful in composite cement design. The authors did not claim that this is the only method for improving bonding. The comparison between AWC and HAC showed no significant difference in uncured surface strength. The study did not extend to other filler types or surface treatments. The results highlight the potential of uncured surfaces in promoting bone bonding.

The study found that uncured surfaces of AWC and HAC cements showed significantly higher bone-bonding strength than their cured surfaces.

The cements were composites of bis-GMA resin with either apatite- and wollastonite-containing glass-ceramic (AW-GC) or hydroxyapatite (HA) powder.

The detaching test was used to measure the failure load, which indicates the strength of the bone-cement bond at the implant site.

Direct bone formation was observed on both uncured surfaces, and a Ca-P-rich layer was seen only on the AWC uncured surface.

The failure load for HAC at the uncured surface was 1.40 ± 0.68 kgf, significantly higher than the cured surface.

The authors suggest that uncured surfaces may expose bioactive fillers, making them effective in promoting bone bonding.