Experimental and numerical studies on nonlinear vibrations and dynamic snap-through phenomena of bistable asymmetric composite laminated shallow shell under center foundation excitation

DOI10.1016/J.EUROMECHSOL.2021.104303zbMath1494.74032OpenAlexW3162124746MaRDI QIDQ2049659

Wei Zhang, M. Q. Wu, Yan Niu

Publication date: 27 August 2021

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2021.104303

zbMATH Keywords

bifurcation diagrampower spectrumPoincaré mapexperimental validationsubspace iteration methodamplitude-frequency response curvecarbon fiber-reinforced laminated shallow shelldouble-well vibration

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Composite and mixture properties (74E30) Shells (74K25) Dynamical bifurcation of solutions to dynamical problems in solid mechanics (74H60)

Related Items (2)

Nonlinear dynamic analysis of thermally deformed beams subjected to uniform loading resting on nonlinear viscoelastic foundation ⋮ Theoretical and experimental analysis of the von Mises truss subjected to a horizontal load using a new hyperelastic model with hardening

Uses Software

• ABAQUS

Cites Work

• Analytical and experimental studies on nonlinear characteristics of an L-shape beam structure
• Snap-through of unsymmetric fiber-reinforced composite laminates
• Optimal escape from potential wells -- patterns of regular and chaotic bifurcation
• Nonlinear dynamic response and modeling of a bi-stable composite plate for applications to adaptive structures
• Chaotic phenomena triggering the escape from a potential well
• Nonlinear Dynamics of Z-Shaped Folding Wings with 1:1 Inner Resonance
• Double excitation multi-stability and multi-pulse chaotic vibrations of a bistable asymmetric laminated composite square panels under foundation force

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