Subcritical implosion of fully confined metallic shells subjected to external stimuli

The dynamically initiated subcritical collapse of a cylindrical shell confined within an acrylic pressure vessel was experimentally investigated, where the transient load was provided by an underwater explosive charge placed exterior to the vessel. Analytical expressions for the transmissivity of the vessel to traveling waves were compared to recorded dynamic pressure histories and showed favorable agreement for a rigid, classically acoustically transparent case. An analytical approach for estimation of the threshold subcritical hydrostatic pressure at which dynamic collapse initiation occurs was developed using the solution of a coupled system of radial equations of motion and the shell’s radial imperfection sensitivity to hydrostatic collapse. Radial flexural vibrations excited by the dynamic load may be thought of as an additional imperfection which may lead to subcritical collapse as a function of the shell’s imperfection sensitivity. For the cases experimentally investigated, this approach showed good agreement, with trials just under the threshold pressure surviving the initial shock loading and trials just above the threshold pressure collapsing readily upon impingement of the load.

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Publication Details

Journal
International Journal of Solids and Structures
Published
2026-08-20
DOI
https://doi.org/10.1016/j.ijsolstr.2026.114286
Primary Topic
Structural Response to Dynamic Loads
Type
article
Field-Weighted Citation Impact
0.00

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article

Subcritical implosion of fully confined metallic shells subjected to external stimuli

Dillon Fontaine, Arun Shukla
International Journal of Solids and Structures
Structural Response to Dynamic Loads
article

Subcritical implosion of fully confined metallic shells subjected to external stimuli

Dillon Fontaine, Arun Shukla
article en

Abstract

The dynamically initiated subcritical collapse of a cylindrical shell confined within an acrylic pressure vessel was experimentally investigated, where the transient load was provided by an underwater explosive charge placed exterior to the vessel. Analytical expressions for the transmissivity of the vessel to traveling waves were compared to recorded dynamic pressure histories and showed favorable agreement for a rigid, classically acoustically transparent case. An analytical approach for estimation of the threshold subcritical hydrostatic pressure at which dynamic collapse initiation occurs was developed using the solution of a coupled system of radial equations of motion and the shell’s radial imperfection sensitivity to hydrostatic collapse. Radial flexural vibrations excited by the dynamic load may be thought of as an additional imperfection which may lead to subcritical collapse as a function of the shell’s imperfection sensitivity. For the cases experimentally investigated, this approach showed good agreement, with trials just under the threshold pressure surviving the initial shock loading and trials just above the threshold pressure collapsing readily upon impingement of the load.

International Journal of Solids and StructuresVol. 340
University of Rhode Island (US), Naval Undersea Warfare Center (US), NUWC Newport Division
Office of Naval Research
Openalex Percentile: Top 16%
Structural Response to Dynamic Loads
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