带有或没有弧线收缩曲线的下毛骨入的生物力学分析:有限元研究
Hiroya Komaki1, Jong-Moon Chae2, Jae Hyun Park3
1Department of Orthodontics and Dentofacial Orthopedics, Nagasaki University Graduate School of Biomedical Sciences, Nagasaki, Japan.
概括
使用特定的力方向和弧线收缩曲线 (ACB) 可以实现受控的下摩尔侵入. 这种有限元分析显示了ACB如何影响3D牙运动,包括切口位置和闭口平面旋转.
科学领域:
- 矯正牙科 矯正牙科是一種矯正牙科.
- 生物机械工程 生物机械工程
- 牙科建模 牙科建模
背景情况:
- 有限元分析 (FEA) 对于理解复杂的3D牙运动至关重要.
- 研究临时骨固定装置和弧线收缩曲线 (ACB) 的生物力学影响对于优化正牙治疗至关重要.
研究的目的:
- 为了分析3D下大的入模式.
- 为了评估临时骨架固定装置定位和ACB对牙运动的影响.
主要方法:
- 开发了一个下牙的3D FEA模型.
- 模拟的侵入力应用于弓线,有或没有ACB,以评估牙移位,角度和闭合平面旋转.
主要成果:
- 牙牙显示出入,根据施加的力而有不同的倾斜.
- 弧线收缩曲线 (ACB) 促进了下中央切口的唇转变,并稳定了闭合平面角.
- 应用ACB减少了后牙的口腔倾斜,并减轻了闭口平面旋转.
结论:
- 优化的力方向与ACB相结合,可以在下大入侵过程中控制3D牙运动.
- FEA 提供了关于生物力学对正力反应的有价值的见解.
相关概念视频
Spongy Bone
All bones comprise an outer layer of compact bone, and an interior made up of spongy bone tissue, also called cancellous or trabecular bone. In long bones, spongy bone tissue is mainly found in the interior of the epiphyses (broad ends of the bone).
Spongy bone is more porous, and less dense compared to compact bone. It is composed of concentric lamellae that are arranged irregularly to form the trabecular network. In some bones, the spaces between trabeculae contain red marrow, where...
Spongy bone is more porous, and less dense compared to compact bone. It is composed of concentric lamellae that are arranged irregularly to form the trabecular network. In some bones, the spaces between trabeculae contain red marrow, where...
Bending of Members Made of Several Materials
In analyzing a structural member composed of two different materials with identical cross-sectional areas, it is crucial to understand how their distinct elastic properties affect the member's response under load. The analysis involves assessing stress and strain distributions using the transformed section concept, which accounts for variations in material properties.
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each material's...
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each material's...
Bending of Curved Members - Strain Analysis
The mechanics of deformation in curved members, such as beams or arches, under bending moments, involve complex responses. When such a member, symmetric about the y-axis and shaped like a segment of a circle centered at point C, is subjected to equal and opposite forces, its curvature and surface lengths change significantly. This alteration results in the shift of the curvature's center from C to C', indicating a tighter curve.
The important part of bending analysis for such a member is the...
The important part of bending analysis for such a member is the...
Equation of the Elastic Curve
The concept of curvature in plane curves, crucial in structural engineering, defines how sharply a beam bends under load. This curvature is determined using the curve's first and second derivatives.
Consider a cantilever beam with a point load at its free end (for instance, a diving board). When analyzing beam deflection with small slopes, the shape of the beam's elastic curve becomes key. The governing equation for this analysis involves the bending moment and the beam's flexural rigidity,...
Consider a cantilever beam with a point load at its free end (for instance, a diving board). When analyzing beam deflection with small slopes, the shape of the beam's elastic curve becomes key. The governing equation for this analysis involves the bending moment and the beam's flexural rigidity,...
Elastic Curve from the Load Distribution
The structural behavior of beams under distributed loads is critical for engineering analysis, which focuses on predicting how beams bend and react under such conditions. Different types of beams (e.g., cantilever, supported, or overhanging) behave differently under distributed load conditions.
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments. Initially, this...
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments. Initially, this...
Euler's Formula for Pin-Ended Columns
In structural engineering, the stability of columns under compressive axial loads is a critical consideration, described as buckling. A typical example involves a column PQ, which is pin-connected at both ends and subjected to a centric axial load F applied at one end, with a reaction force of F' = -F at the other end. Here, it is crucial to understand that when an applied load exceeds the critical load, buckling occurs as the system becomes unstable.
To calculate the critical load, envision...
To calculate the critical load, envision...


