Lotti Lorenzo, Carbonari Costanza, Calvani Giulio, Paris Enio
Department of Civil and Environmental Engineering, University of Florence, Via di S. Marta, 3, Florence, 50139, Italy.
Platform of Hydraulic Constructions, Swiss Federal Institute of Technology of Lausanne, GC A3 505 Station 18, Lausanne, 1015, Switzerland.
Sci Rep. 2024 Dec 17;14(1):30529. doi: 10.1038/s41598-024-82476-7.
Mathematical and physical modeling of flows in collapsible pipes often relates the flow area to the difference between the internal and the external pressures (i.e. the transmural pressure). The relation is used to model the conduits of the human body transporting biological fluids, is called tube law and usually considers the transmural pressure resulting from isotropic external pressure only. We provide a new empirical tube law considering anisotropic conditions of the external load; our formulation is based on the hypothesis, supported by clinical and experimental findings, that in physiological conditions both isotropic and anisotropic stresses are combined in the external load acting on vessels. The proposed mathematical model was validated through laboratory experiments reproducing the flow through a collapsible tube representing the physiological conditions of male urethra during micturition. The proposed tube law better agrees with the experimental observations, in comparison to classic formulations available in literature, thus showing that the proposed model better describes the physiological condition of flow in collapsible tubes subjected to anisotropic external load. The application of our model can be readily extended to several types of vessels.
可塌陷管道中流体的数学和物理建模通常将流动面积与内部压力和外部压力之差(即跨壁压力)联系起来。这种关系用于对人体输送生物流体的管道进行建模,被称为管道定律,通常仅考虑由各向同性外部压力产生的跨壁压力。我们提出了一种考虑外部载荷各向异性条件的新经验管道定律;我们的公式基于临床和实验结果支持的假设,即在生理条件下,作用于血管的外部载荷中各向同性和各向异性应力是结合在一起的。通过实验室实验对所提出的数学模型进行了验证,该实验再现了通过代表男性排尿时尿道生理状况的可塌陷管道的流动。与文献中现有的经典公式相比,所提出的管道定律与实验观测结果更吻合,从而表明所提出的模型能更好地描述承受各向异性外部载荷的可塌陷管道中的生理流动状况。我们模型的应用可以很容易地扩展到几种类型的血管。