Softening/hardening dynamics of beam resting on generalized nonlinear foundation with a linear stiffening effect
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Publication:6058738
DOI10.1016/J.CNSNS.2023.107478OpenAlexW4385407954MaRDI QIDQ6058738
Wanzhi Qiao, Hou Jun Kang, Fangyan Lan, Tie Ding Guo
Publication date: 1 November 2023
Published in: Communications in Nonlinear Science and Numerical Simulation (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.cnsns.2023.107478
asymptotic analysishigh-order perturbationbeam on generalized nonlinear foundationlinear stiffening effectsoftening-hardening transition
Cites Work
- Unnamed Item
- Buckling and post-buckling of extensible rods revisited: a multiple-scale solution
- Resonant non-linear normal modes. I: Analytical treatment for structural one-dimensional systems
- Resonant non-linear normal modes. II: Activation/orthogonality conditions for shallow structural systems
- Experimental validation of reduction methods for nonlinear vibrations of distributed-parameter systems: Analysis of a buckled beam
- A comparison of two perturbation methods for vibrations of systems with quadratic and cubic nonlinearities
- On the discretization of distributed-parameter systems with quadratic and cubic nonlinearities
- Nonlinear free vibration of a beam on Winkler foundation with consideration of soil mass motion of finite depth
- Direct and discretized perturbations revisited: a new error source interpretation, with application to moving boundary problem
- Nonlinear vibration of a slightly curved beam with quasi-zero-stiffness isolators
- Nonlinear resonances in infinitely long 1D continua on a tensionless substrate
- Vibration analysis of beams with non-local foundations using the finite element method
- On Direct Methods for Constructing Nonlinear Normal Modes of Continuous Systems
- Linear and Nonlinear Structural Mechanics
- DIRECT TREATMENT AND DISCRETIZATIONS OF NON-LINEAR SPATIALLY CONTINUOUS SYSTEMS
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