| Literature DB >> 31547178 |
Robert Karpiński1, Jakub Szabelski2, Jacek Maksymiuk3.
Abstract
Cemented joint prostheses are widely used in orthopaedic surgery; however, implants/bone bonds are known to be susceptible to aseptic loosening, particularly in the case of long-term performance. The exact mechanism of this failure is under constant examination. One of the critical factors to the final mechanical functionality of bone cement can be an incorrect mix ratio of a two-component material (powdered polymer and liquid monomer). It can result in the deterioration of the final mechanical strength properties. The paper presents the results from an experimental study on the effects of the deviation from the correct mix ratio on the moisture uptake and the compression strength of cement depending on the seasoning time in Ringer's solution. The results were subjected to statistical analysis and a mathematical model was developed.Entities:
Keywords: biodegradation; bone cement; compressive strength; mechanical properties
Year: 2019 PMID: 31547178 PMCID: PMC6804204 DOI: 10.3390/ma12193073
Source DB: PubMed Journal: Materials (Basel) ISSN: 1996-1944 Impact factor: 3.623
Figure 1Dependence between moisture absorption and seasoning time in Ringer’s solution of cement specimens prepared at different P/L ratio imbalances.
Goodness of fit of the linear model of cement moisture uptake depending on the material preparation strategy.
| P/L Ratio Imbalance (Liquid Component) | Parameters of the Linear Model of Moisture Uptake (mx + b) | ||
|---|---|---|---|
| m | b | R2 | |
| −30% | 0.0081 | 0.0063 | 0.97 |
| −15% | 0.0088 | 0.0013 | 0.94 |
| 0% | 0.0065 | 0.0031 | 0.79 |
| +20% | 0.0051 | 0.0059 | 0.88 |
| +40% | 0.0057 | 0.0037 | 0.98 |
Figure 2Compression strength after seasoning in Ringer’s solution of samples with an unbalanced mix ratio.
Figure 3Compression strength after seasoning in Ringer’s solution of samples with an unbalanced mix ratio.
Results from statistical analysis of liquid component imbalance vs. equality of mean strength values.
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| Liquid component imbalance | −30% | −15% | 0% | +10% | +20% | +40% | Liquid component imbalance | −30% | −15% | 0% | +10% | +20% | +40% | |||
| vs. seasoned: |
| - | - | - | - | - | - | vs. seasoned: |
| = | = | ≠ | ≠ | ≠ | ≠ | |
| 1 day | = | = | ≠ | ≠ | ≠ | ≠ | 1 day | - | - | - | - | - | - | |||
| 10 days | = | ≠ | = | ≠ | ≠ | ≠ | 10 days | = | = | ≠ | = | ≠ | = | |||
| 20 days | = | ≠ | ≠ | ≠ | ≠ | ≠ | 20 days | = | = | ≠ | ≠ | ≠ | ≠ | |||
| 30 days | = | = | ≠ | ≠ | ≠ | ≠ | 30 days | ≠ | ≠ | ≠ | ≠ | ≠ | ≠ | |||
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| Liquid component imbalance | −30% | −15% | 0% | +10% | +20% | +40% | Liquid component imbalance | −30% | −15% | 0% | +10% | +20% | +40% | |||
| vs. seasoned: |
| = | ≠ | = | ≠ | ≠ | ≠ | vs. seasoned: |
| = | ≠ | ≠ | ≠ | ≠ | ≠ | |
| 1 day | = | ≠ | = | = | ≠ | = | 1 day | = | = | ≠ | ≠ | ≠ | ≠ | |||
| 10 days | - | - | - | - | - | - | 10 days | = | = | = | ≠ | ≠ | ≠ | |||
| 20 days | = | = | = | ≠ | ≠ | ≠ | 20 days | - | - | - | - | - | - | |||
| 30 days | = | = | ≠ | = | ≠ | ≠ | 30 days | = | = | = | = | = | = | |||
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| Liquid component imbalance | −30% | −15% | 0% | +10% | +20% | +40% | ||||||||||
| vs. seasoned: |
| = | = | ≠ | ≠ | ≠ | ≠ | |||||||||
| 1 day | ≠ | ≠ | ≠ | ≠ | ≠ | ≠ | ||||||||||
| 10 days | = | = | ≠ | = | ≠ | ≠ | ||||||||||
| 20 days | = | = | = | = | = | = | ||||||||||
| 30 days | - | - | - | - | - | - | ||||||||||
Figure 4Specimen weight increase (moisture uptake) and corresponding compressive strength depending on seasoning time in Ringer’s solution.
The linear model of moisture uptake depending on seasoning time in Ringer’s solution.
| Mix Ratio Imbalance (Liquid Component) | Parameters of the Linear Model of Compressive Strength (mx + b) | ||
|---|---|---|---|
| m | b | R2 | |
| −30% | −277.3 | 71.7 | 0.69 |
| −15% | −140.3 | 68.1 | 0.99 |
| 0% | −290.4 | 73.1 | 0.78 |
| 10% | −321.1 | 73.5 | 0.73 |
| 20% | −519.2 | 76.1 | 0.96 |
| 40% | −478.8 | 74.3 | 0.92 |
Figure 5Model of relations between mix ratio imbalance and seasoning time in Ringer’s solution to the average compressive strength of bone cement.