Abstract: An approach is proposed for simulating and evaluating the parameters of thin-walled elastic open shells and plates under postbuckling in large. A finite element model of the longitudinal bending of such a plate with fluted section is considered. A quasi-zero stiffness effect of the plate is numerically modeled. And then an effectiveness of this plate as an elastic element for a vibration isolating mechanism is performed. The validation of the finite element model and an assessment of control possibility the quasi-zero stiffness of the plates were performed by comparison of the results of analytical modeling and physical experiment. The results demonstrate a possibility for a widespread use of such elastic elements in vibration isoltuion systems for the ground and airborne equipment.

Cite: Karpov E.V. , Prokhorov A.N. , Larichkin A.Y. , Goverdovskiy V.N.
Postbuckling Behavior of Elastic Thin-Walled Structural Elements with Open Loop
Journal of Applied Mechanics and Technical Physics. 2025. V.66. N2. P.365-371. DOI: 10.1134/S0021894425020087 WOS Scopus

Original: КАРПОВ Е.В. , ПРОХОРОВ А.Н. , ЛАРИЧКИН А.Ю. , ГОВЕРДОВСКИЙ В.Н.
Закритическое поведение упругих тонкостенных элементов конструкции с незамкнутым сечением
Прикладная механика и техническая физика. 2024. Т.66. №213-220. DOI: 10.15372/pmtf202415547 РИНЦ

Dates:

Submitted:	Jun 7, 2024
Accepted:	Jul 29, 2024
Published print:	Nov 7, 2025

Identifiers:

Web of science:	WOS:001609533300002
Scopus:	2-s2.0-105021134007

Citing: Пока нет цитирований

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