Related Experiment Video
Updated: May 16, 2026

Induction of Microstreaming by Nonspherical Bubble Oscillations in an Acoustic Levitation System
Published on: May 9, 2021
The explosive growth of small voids in vulnerable cap rupture; cavitation and interfacial debonding
Natalia Maldonado1, Adreanne Kelly-Arnold, Luis Cardoso
1Department of Biomedical Engineering, The City College of New York of The City University of New York, NY, USA.
Abstract:
While it is generally accepted that ruptures in fibrous cap atheromas cause most acute coronary deaths, and that plaque rupture occurs in the fibrous cap at the location where the tissue stress exceeds a certain critical peak circumferential stress, the exact mechanism of rupture initiation remains unclear. We recently reported the presence of multiple microcalcifications (μCalcs) <50 μm diameter embedded within the fibrous cap, μCalcs that could greatly increase cap instability by introducing up to a 5-fold increase in local tissue stress. Here, we explore the hypothesis that, aside from cap thickness, μCalc size and interparticle spacing are principal determinants of cap rupture risk. Also, we propose that cap rupture is initiated near the poles of the μCalcs due to the presence of tiny voids that explosively grow at a critical tissue stress and then propagate across the fibrous cap. We develop a theoretical model based on classic studies in polymeric materials by Gent (1980), which indicates that cavitation as opposed to interfacial debonding is the more likely mechanism for cap rupture produced by μCalcs <65 μm diameter. This analysis suggests that there is a critical μCalc size range, from 5 μm to 65 μm, in which cavitation should be prevalent. This hypothesis for cap rupture is strongly supported by our latest high resolution μCT studies in which we have observed trapped voids in the vicinity of μCalcs within fibrous caps in human coronaries.
More Related Videos
Related Concept Videos
Microcracking in Concrete
Total Voids in Concrete
Excess Pressure Inside a Drop and a Bubble
Fatigue
Theories of Dissolution: The Danckwerts' Model and Interfacial Barrier Model
Types of Non-structural Cracks in Concrete
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
Plastic...

