Effect of friction on the buckling behavior of shallow spherical shells contacting with rigid walls

• Autorzy: Nguyen, Xuan Cuong , Arai, Yoshio , Araki, Wakako
• Języki publikacji: EN

Abstrakty

EN

This paper investigates the effect of friction on the buckling behavior of a thin, shallow, elastic spherical shell under uniform external pressure based on an axisymmetric model of the finite element method. The study examines a combination of different geometric parameters with three different types of boundary conditions: clamped, hinged, and frictional ends with a wide range of friction coefficients. Friction has a significant influence on the buckling response of the spherical shell for all geometric parameters. In general, the critical pressure decreases as the friction coefficient or geometric parameter decreases. The buckling behavior of the frictional end with small friction coefficients presents an obvious difference compared to the results of high coefficients. For certain geometric parameters, the buckling mode of the spherical shell is transited because of changing the friction coefficient. A buckling map that describes the dependence of critical pressure on both friction coefficient and geometric parameter combined with buckling mode is generated. This map can be applied to the design of the spherical shell against buckling.

Słowa kluczowe

PL

mapa wyboczenia; tryb wyboczenia; tarcie; nieliniowe wyboczenie; płytkie kuliste muszle

EN

buckling map; buckling mode; friction; nonlinear buckling; shallow spherical shells

• Czasopismo: Archive of Mechanical Engineering
• Rocznik: 2024
• Tom: LXXI, nr 1
• Strony: 1--26
• Opis fizyczny: Bibliogr. 59 poz., il., tab.

Twórcy

autor

Nguyen, Xuan Cuong

• Saitama University, Saitama, Japan
• Hanoi University of Civil Engineering, Hanoi, Vietnam

autor

Arai, Yoshio

• Saitama University, Saitama, Japan,

autor

Araki, Wakako

• Tokyo Institute of Technology, Tokyo, Japan

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Identyfikatory

DOI

10.24425/ame.2024.149187