Numerical Study of Stress Concentrations in Explosion Chambers As a Function of the Height-to-Radius Ratios of Elliptical Bottoms

This paper presents a numerical study of the stress–strain state of a nonspherical shell under pulsed loading. The influence of the height-to-radius ratios of elliptical bottoms on the maximum stresses in explosion-chamber shells is investigated. The dependence of the stress–strain state at the pole of the shell on the height of the bottom is examined. The use of elliptical bottoms of optimal height is shown to reduce the stress concentration.

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Publication Details

Journal
Journal of Applied Mechanics and Technical Physics
Published
2025-12-01
DOI
https://doi.org/10.1134/s0021894425700610
Primary Topic
Structural Response to Dynamic Loads
Type
article
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article

Numerical Study of Stress Concentrations in Explosion Chambers As a Function of the Height-to-Radius Ratios of Elliptical Bottoms

Yu. P. Meshcheryakov
Journal of Applied Mechanics and Technical Physics
Structural Response to Dynamic Loads
article

Numerical Study of Stress Concentrations in Explosion Chambers As a Function of the Height-to-Radius Ratios of Elliptical Bottoms

Yu. P. Meshcheryakov
article en

Abstract

This paper presents a numerical study of the stress–strain state of a nonspherical shell under pulsed loading. The influence of the height-to-radius ratios of elliptical bottoms on the maximum stresses in explosion-chamber shells is investigated. The dependence of the stress–strain state at the pole of the shell on the height of the bottom is examined. The use of elliptical bottoms of optimal height is shown to reduce the stress concentration.

Journal of Applied Mechanics and Technical PhysicsVol. 66(6)
Lavrentyev Institute of Hydrodynamics (RU)
Climate action
Openalex Percentile: Top 30%
Structural Response to Dynamic Loads
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