Nonlinear Vibrations in Homogeneous Nonprismatic Timoshenko Cantilevers
نویسندگان
چکیده
Abstract Deep cantilever beams, modeled using Timoshenko beam kinematics, have numerous applications in engineering. This study deals with the nonlinear dynamic response a nonprismatic characterized by considering deformed configuration of axis. The mathematical model is derived extended Hamilton’s principle under condition finite deflections and angles rotation. discrete motion constructed based on difference method (FDM), whose validity examined comparing results for special case corresponding data obtained commercial element (FE) software abaqus 2019. natural frequencies vibration modes are computed. These demonstrate decreasing eigenfrequency increasing amplitudes oscillations. numerical analyses forced vibrations show that its points oscillate different manners depending their relative position along beam. Points close to free end subject almost harmonic oscillations, vibrates frequency equal external force. When point approaches clamped beam, it oscillates two-frequency mode lags phase from oscillations end. analytical allows influence each parameter response. In all cases, strong correlation exists between ABAQUS; nonetheless, computationally less expensive.
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ژورنال
عنوان ژورنال: Journal of Computational and Nonlinear Dynamics
سال: 2021
ISSN: ['1555-1423', '1555-1415']
DOI: https://doi.org/10.1115/1.4051820