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contributor authorRahimi, Zaher
contributor authorSumelka, Wojciech
date accessioned2026-08-23T08:05:09Z
date available2026-08-23T08:05:09Z
date copyright2026/04/01
date issued2026
identifier issn0021-8936
identifier otherjam-25-1354.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4316058
description abstractAbstract. Wall shear stress (WSS) serves as a crucial link between the dynamics of blood flow and the biological mechanisms that underlie various cardiovascular diseases. This study investigates WSS fluctuations in a collapsible wavy channel using a two-dimensional (2D) fluid–structure interaction (FSI) model. A combination of immersed boundary-lattice Boltzmann and the generalized interpolation material point methods solves the nonlinear coupled equations. The effects of key parameters on WSS fluctuations, including Reynolds number, pulsatile flow period, and external pressures, are analyzed for two systems: one with a wall constraint and one without the constraint. The results show that decreasing the pulsatile flow period and increasing the external pressure increase local WSS fluctuations by destabilizing the system via a fluid symmetry-breaking mechanism. Across all investigated parameter domains, the unconstrained system demonstrates a significantly enhanced ability to minimize WSS fluctuations. Since the wavy channel represents a simplified model of a stented artery, the results from this study can guide and optimize stent design. The two-dimensional simulation is chosen for its low computational cost and its ability to capture key mechanisms. Future research can extend to three-dimensional models for a more comprehensive analysis.
publisherThe American Society of Mechanical Engineers (ASME)
titleWall Shear Stress Fluctuations in Collapsible Channels: Insights Into Stented Artery Dynamics
typeJournal Paper
journal volume93
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4071128
journal fristpage225
journal lastpage235
page11
treeJournal of Applied Mechanics:;2026:;volume( 093 ):;issue:004
contenttypeFulltext


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