气球导管在它们的纵向轴上有不同的辐射力吗?
Tae Won Choi1, Jinoo Kim1, Je Hwan Won2
1Department of Radiology, Ajou University School of Medicine, Ajou University Hospital, Suwon, Republic of Korea.
Cardiovascular and interventional radiology
|April 19, 2024
概括
与中心相比,气球导管末端的辐射力更大,特别是远端. 这一发现表明,使用远端扩张耐性狭窄症是一种实际的临床方法.
科学领域:
- 干预心脏病学 干预心脏病学
- 生物医学工程 生物医学工程
- 医疗器械设计 医疗器械设计
背景情况:
- 气球血管造形术是治疗狭窄性病变的常见手术.
- 了解辐射力分布对于优化血管形成术结果至关重要.
- 气球导管沿线辐射力的变化可能会影响扩张效率.
研究的目的:
- 为了比较在狭窄扩张过程中中央部分与气球导管末端所施加的辐射力.
- 为了评估不同气球导管模型之间辐射力分布的差异.
主要方法:
- 测试了三种不同直径和长度的气球导管 (Mustang,Conquest,Genoss PTA).
- 一个3D打印的模块创建了一个20%的狭窄模型用于辐射力测量.
- 在气球的中心,近端和远端的辐射力在额定爆压时被测量.
主要成果:
- 与气球导管的中央部分相比,辐射力在两端始终更高.
- 远端表现出比中心更大的辐射力,在不同导管中从7.4%增加到35.2%.
- 与中心相比,近端也显示辐射力增加,从7.3%到10.8%不等.
结论:
- 气球导管在远端和近端产生更大的辐射力,而不是在中心.
- 远端的更高的辐射力特别明显,这表明它在治疗耐性狭窄症中的实用性.
- 使用远端进行扩张是一种临床上适用的策略,特别是在半合规气球中,不需要额外的设备.
相关概念视频
Eccentric Axial Loading in a Plane of Symmetry
192
Eccentric axial loading occurs when an axial load is applied away from the centroidal axis of a structural member. This scenario is common in engineering, where structural elements may not be directly aligned due to various design or functional requirements.
192
Angle of Twist - Elastic Range
287
Consider a cylindrical shaft with a length denoted by L and a consistent cross-sectional radius referred to as r. This shaft undergoes a torque at the free end. The highest shearing strain within the shaft is directly proportional to the twist angle and the radial distance from the shaft axis. When the shaft behaves elastically, this shearing strain can be articulated using variables such as the applied torque, radial distance, the polar moment of inertia, and the modulus of rigidity. By...
287
Deformation in a Circular Shaft
286
One of the distinctive characteristics of circular shafts is their ability to maintain their cross-sectional integrity under torsion. In other words, each cross-section continues to exist as a flat, unaltered entity, simply rotating like a solid, rigid slab. To understand the distribution of shearing stress within such a shaft, consider a cylindrical section inside this circular shaft. This section has a length of L and a radius of R, with one end fixed. The radius of the cylindrical section is...
286
Deformations in a Transverse Cross Section
189
When a material is subjected to uniaxial stress, it elongates or contracts in the direction of the applied force, and also undergoes changes in the perpendicular directions. This behavior is crucial for understanding how materials behave under stress and is governed by mechanical properties such as Poisson's ratio v, which measures the ratio of transverse strain to axial strain.
As the material stretches, it expands or contracts in orthogonal directions to the load. This phenomenon varies...
As the material stretches, it expands or contracts in orthogonal directions to the load. This phenomenon varies...
189
General Case of Eccentric Axial Loading
185
Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from symmetrical bending, which are essential for designing structures to withstand different loading conditions.
Consider a member subjected to equal and opposite forces that are applied along a line that does not coincide with the member's neutral axis. In unsymmetrical...
Consider a member subjected to equal and opposite forces that are applied along a line that does not coincide with the member's neutral axis. In unsymmetrical...
185
Torsion of Noncircular Members
135
Circular shafts undergoing torsional stress maintain their cross-sectional integrity due to their axisymmetric nature. This symmetry ensures an even distribution of stress, allowing the shaft to withstand torsion without distorting. In contrast, square bars, lacking this axial symmetry, experience significant distortion across their cross-sections when subjected to torsion, with the exception of along their diagonals and at lines connecting midpoints. A detailed examination of a cubic element...
135


