Wall shear stress oscillation and its gradient in the normal left coronary artery tree bifurcations

Jv Soulis1, Dk Fytanidis1, Kv Seralidou1

  • 1Deparment of Civil Engineering, Fluid Mechanics Division, School of Engineering, Demokrition University of Thrace, Xanthi, Greece.

Hippokratia
|August 16, 2014
PubMed

Insights

Low wall shear stress (WSS) and WSS gradient (WSSG) in the left coronary artery (LCA) bifurcations, particularly on lateral walls and during systole, may promote atherosclerosis. Distal bifurcations show higher WSS and WSSG than proximal ones.

Area of Science:

  • Cardiovascular fluid dynamics
  • Biomedical engineering
  • Atherosclerosis research

Background:

  • Atherosclerosis is linked to blood flow properties like low/oscillatory wall shear stress (WSS), high viscosity, low velocity, and high LDL.
  • Limited research exists on pulsatile WSS and WSS gradient (WSSG) differentiation between LCA bifurcations and lateral walls.

Purpose of the Study:

  • To analyze pulsatile WSS and WSSG in a normal left coronary artery (LCA) bifurcation.
  • To differentiate flow characteristics and WSS/WSSG distribution near flow dividers versus lateral walls.

Main Methods:

  • Developed a 3D computational fluid dynamics model of the LCA tree using averaged human angiographic data.
  • Incorporated physiological phasic flow velocity as an entrance boundary condition.

Main Results:

  • Instantaneous min WSS ranged from 0.45-2.84 N/m² at the main bifurcation flow divider and 0.25-1.28 N/m² at lateral walls.
  • At the D1-S1 bifurcation, min WSS ranged from 0.6-3.85 N/m² (divider) and 0.6-2.65 N/m² (lateral walls).
  • Mean WSS increased by 129% at the main bifurcation flow divider from systole to diastole; mean WSS gradient increased by 123% (divider) and 153% (lateral walls).

Conclusions:

  • Proximal LCA bifurcations exhibit lower spatial WSS and WSSG than distal ones.
  • Lateral walls experience lower WSS and WSSG compared to the bifurcation itself.
  • Lower WSS/WSSG during systole and phasic oscillations suggest a potential atherogenic effect.
Abstract

Related Concept Videos

Principal Stresses01:24

Principal Stresses

The graphical depiction of normal and shearing stress equations is represented by a circle, demonstrating the interplay between these stresses under different angular conditions. The center of this circle C, located on the vertical axis, represents the average normal stress, while its radius shows the range of stress variations. At points A and B, where the circle intersects the horizontal axis, the maximum and minimum normal stresses are observed, occurring without shearing stress. These...
1.1K
Shearing Stress01:18

Shearing Stress

Shearing stress, denoted by the Greek letter tau (τ), is stress caused by forces acting transversely on an object. These forces create internal ones within the entity in the plane where the external forces are applied. The resultant of these internal forces is the shear in the section.
The average shearing stress can be calculated by dividing the shear by the area of the cross-section.
2.5K
Thin-Walled Hollow Shafts01:15

Thin-Walled Hollow Shafts

In analyzing a thin-walled hollow shaft subjected to torsional loading, a segment with width dx is isolated for examination. Despite its equilibrium state, this segment faces torsional shearing forces at its ends. These forces are quantitatively described by the product of the longitudinal shearing stress on the segment's minor surface and the area of this surface, leading to the concept of shear flow. This shear flow is consistent throughout the structure, indicating a uniform distribution of...
737
Shearing Stresses in a Beam: Problem Solving01:14

Shearing Stresses in a Beam: Problem Solving

A cantilever beam with a rectangular cross-section under distributed and point loads experiences shearing stresses. The analysis begins by identifying the loads acting on the beam. Then, the reactions at the beam's fixed end are calculated using equilibrium equations. The vertical reaction is a combination of the distributed and point loads, while the moment reaction is the sum of their moments. The shear force distribution along the beam, resulting from these loads, is established by creating...
875
Stress: General Loading Conditions01:15

Stress: General Loading Conditions

To grasp the intricacy of real-world conditions where multiple loads are applied simultaneously to a structure, one might visualize a section passing through a specific point within a body, aligned parallel to the xy plane. This section is subjected to various forces, including original loads, normal forces, and shearing forces.
The shearing force, possessing potential directionality within the plane of the section, is simplified into two component forces running parallel to the x and y axes....
739
Relation Between the Distributed Load and Shear01:23

Relation Between the Distributed Load and Shear

Understanding the relationship between the distributed load and shear force in structural analysis is crucial for analyzing beams subjected to various loading conditions. Consider the case of a beam experiencing a distributed load, two concentrated loads, and a couple moment.
1.2K