Lipsett A W, Faulkner M G, el-Rayes K
Department of Mechanical Engineering, University of Alberta, Edmonton.
J Biomech Eng. 1990 Feb;112(1):29-37. doi: 10.1115/1.2891123.
The deformations of orthodontic appliances used for space closure are large so that any mathematical analysis will require a nonlinear approach. Existing incremental finite element and finite difference numerical methods suffer from excessive computational effort when analyzing these problems. An accurate segmental technique is proposed to handle these difficulties in an extremely efficient fashion. The segmental technique starts by assuming that an orthodontic appliance is composed of a number of smaller segments, the ends of which undergo small relative rotation. With an appropriate choice of local coordinate system the equilibrium equations for each segment are linearized and solved in a straightforward manner. The segments are then assembled using geometric and force compatibility relations similar to the transfer matrix method. Consequently, the original nonlinear boundary value problem is solved as a sequence of linear initial value problems which converge to the required boundary conditions. As only one segment need be considered at a time, the computations can be performed accurately and efficiently on a PC type computer. Although an iterative solution is used to match the boundary conditions, the time required to solve a given problem ranges from a few seconds to a couple of minutes depending on the initial geometric complexity. The accuracy of the segmental technique is verified by comparison with an exact solution for an initially curved cantilever beam with an end load. In addition, comparisons are made with existing experimental and numerical results as well as with a new set of experimental data. In all cases the segmental technique is in excellent agreement with the results of these other studies.
用于关闭间隙的正畸矫治器变形较大,因此任何数学分析都需要采用非线性方法。现有的增量有限元和有限差分数值方法在分析这些问题时计算量过大。本文提出一种精确的分段技术,以极其高效的方式处理这些难题。该分段技术首先假设正畸矫治器由多个较小的段组成,这些段的端部发生小的相对旋转。通过适当选择局部坐标系,每个段的平衡方程被线性化并以直接的方式求解。然后使用类似于传递矩阵法的几何和力相容性关系来组装这些段。因此,原始的非线性边值问题被作为一系列线性初值问题来求解,这些问题收敛到所需的边界条件。由于一次只需要考虑一个段,因此可以在个人计算机类型的计算机上准确而高效地进行计算。尽管使用迭代解来匹配边界条件,但根据初始几何复杂度的不同,求解给定问题所需的时间从几秒到几分钟不等。通过与具有端部载荷的初始弯曲悬臂梁的精确解进行比较,验证了分段技术的准确性。此外,还与现有的实验和数值结果以及一组新的实验数据进行了比较。在所有情况下,分段技术与其他这些研究的结果都非常吻合。