| Literature DB >> 24991568 |
Andrea Avanzini1, Davide Battini1, Lorenzo Bagozzi2, Gianluigi Bisleri2.
Abstract
The biomechanical properties of ascending aortic aneurysms were investigated only in the last decade in a limited number of studies. Indeed, in recent years, there has been a growing interest in this field in order to identify new predictive parameters of risk of dissection, which may have clinical relevance. The researches performed so far have been conducted according to the methods used in the study of abdominal aortic aneurysms. In most cases, uniaxial or biaxial tensile tests were used, while in a smaller number of studies other methods, such as opening angle, bulge inflation, and inflation-extension tests, were used. However, parameters and protocols of these tests are at present very heterogeneous in the studies reported in the literature, and, therefore, the results are not comparable and are sometimes conflicting. The purpose of this review then thence to provide a comprehensive analysis of the experimental methodology for determination of biomechanical properties in the specific field of aneurysms of the ascending aorta to allow for better comparison and understanding of the results.Entities:
Mesh:
Year: 2014 PMID: 24991568 PMCID: PMC4065659 DOI: 10.1155/2014/820385
Source DB: PubMed Journal: Biomed Res Int Impact factor: 3.411
Summary of test procedures.
| Authors | Environmental condition3 | Preconditioning | Strain or loading rate | Stress measure1 | Strain measure2 | |
|---|---|---|---|---|---|---|
|
| Range | |||||
| Uniaxial | ||||||
| Okamoto et al., 2002 [ | Bath, RT | 10 | 0.1–0.49 N | 0.59 N/s |
| E, |
| Vorp et al., 2003 [ | Wetting, RT | 10 | 0–7% strain | 8.5%/min |
| e, |
| Iliopoulos et al., 2009 [ | Bath, 37°C | Y, ∗ | — | 20%/min |
| E, A |
| Matsumoto et al., 2009 [ | Bath, RT | No | — | 0.2 mm/s |
| E |
| Duprey et al., 2010 [ | Wetting, RT | 2 | 0-1 N | 10 mm/min |
|
|
| Khanafer et al., 2011 [ | Wetting, RT | 10 | — | 10 mm/min |
|
|
| Iliopoulos et al., 2011 [ | Bath, 37°C | Y, ∗ | — | 20%/min |
|
|
| Sokolis et al., 2012 [ | Bath, 37°C | Y, ∗ | — | 20%/min | 2PK | E |
| García-Herrera et al., 2012 [ | Bath, 37°C | 5 | 30% of max. load | 0.03 mm/s (18%/min) |
|
|
| Pichamuthu et al., 2013 [ | Wetting, RT | 10 | 0–7% strain | 8.5%/min |
| e, |
| Biaxial | ||||||
| Okamoto et al., 2002 [ | Bath, RT | 10 | 10% equi-stretch | 2–4%/s |
| E |
| Matsumoto et al., 2009 [ | Bath, RT/37°C | N | — | 0.2 mm/s (1.7%/s) |
| E, |
| Choudhury et al., 2009 [ | Bath, RT | 10 | 5 mm disp. | 0.1 mm/s | s, ∗ | e, ∗ |
| Pham et al., 2013 [ | Bath, 37°C | 40 | Equi-stress | ∗ | 1PK, 2PK | E |
| Azadani et al., 2013 [ | Bath | 10 | 10% equi-stretch | Waveform, 0.5 Hz |
| E |
1s: engineering stress, σ: true or Cauchy stress, and 2PK: second Piola-Kirchoff stress; 2e: engineering strain, ε: true or logarithmic strain, E: Green strain, λ: stretch ratio, and A: Almansi strain; 3RT: room temperature; ∗: details not specified.
Figure 1Uniaxial tensile test.
Figure 2Biaxial tensile test.