Implosion behavior of sandwich ellipsoidal shells with strengthened core of variable thickness

The implosion behavior of sandwich ellipsoidal shells under external hydrostatic pressure was investigated in this study. An atypical sandwich shell structure with a strengthened core of variable thickness was designed on the basis of the constant stress principle. The inner and outer layers of this structure were fabricated from photosensitive resin by using high-precision rapid prototyping, and the core was filled with a strengthened resin that is stiffer and stronger than the photosensitive resin. To assess the structural benefits of the sandwich configuration, its ultimate bearing capacity was compared with that of a homogeneous ellipsoidal shell, which was fabricated using photosensitive resin. Three nominally identical sandwich shells and one homogeneous shell were fabricated, and their geometric dimensions and wall thicknesses were measured prior to implosion testing. Additionally, computational simulations were performed and the energy evolution was analyzed to determine the pressure and failure pattern of implosion. The results indicated that the sandwich shells had approximately 22% higher implosion pressure and 16% greater peak internal energy relative to the homogeneous shell. The use of the constant stress principle in the design of the shell structure contributes to a uniform distribution of stress across the shell, ensuring efficient material utilization. Moreover, the strengthened core of variable thickness improves the ultimate bearing capacity and energy absorption capacity of the shell.

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Publication Details

Journal
Journal of Sandwich Structures & Materials
Published
2025-09-27
DOI
https://doi.org/10.1177/10996362251383617
Primary Topic
Structural Response to Dynamic Loads
Type
article
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article

Implosion behavior of sandwich ellipsoidal shells with strengthened core of variable thickness

Yinhui Tang, Krzysztof Sowiński, Xiaozhi Hu, Paweł Jasion et al.
Journal of Sandwich Structures & Materials
Structural Response to Dynamic Loads
article

Implosion behavior of sandwich ellipsoidal shells with strengthened core of variable thickness

Yinhui Tang, Krzysztof Sowiński, Xiaozhi Hu, Paweł Jasion, Jian Zhang
article en

Abstract

The implosion behavior of sandwich ellipsoidal shells under external hydrostatic pressure was investigated in this study. An atypical sandwich shell structure with a strengthened core of variable thickness was designed on the basis of the constant stress principle. The inner and outer layers of this structure were fabricated from photosensitive resin by using high-precision rapid prototyping, and the core was filled with a strengthened resin that is stiffer and stronger than the photosensitive resin. To assess the structural benefits of the sandwich configuration, its ultimate bearing capacity was compared with that of a homogeneous ellipsoidal shell, which was fabricated using photosensitive resin. Three nominally identical sandwich shells and one homogeneous shell were fabricated, and their geometric dimensions and wall thicknesses were measured prior to implosion testing. Additionally, computational simulations were performed and the energy evolution was analyzed to determine the pressure and failure pattern of implosion. The results indicated that the sandwich shells had approximately 22% higher implosion pressure and 16% greater peak internal energy relative to the homogeneous shell. The use of the constant stress principle in the design of the shell structure contributes to a uniform distribution of stress across the shell, ensuring efficient material utilization. Moreover, the strengthened core of variable thickness improves the ultimate bearing capacity and energy absorption capacity of the shell.

Journal of Sandwich Structures & MaterialsVol. 28(3)
The University of Western Australia (AU), Jiangsu University of Science and Technology (CN), Poznań University of Technology (PL)
Openalex Percentile: Top 72%
Structural Response to Dynamic Loads
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Implosion behavior of sandwich ellipsoidal shells with strengthened core of variable thickness — Yinhui Tang, Krzysztof Sowiński, et al. · Journal of Sandwich Structures & Materials (2025) | TGRS Research Map | TGRS