Vibration modelling of structural networks using a hybrid finite element/wave and finite element approach

DOI10.1016/j.wavemoti.2013.09.001zbMath1456.74058OpenAlexW1971810038MaRDI QIDQ1727554

Brian R. Mace, Jamil M. Renno

Publication date: 20 February 2019

Published in: Wave Motion (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.wavemoti.2013.09.001

zbMATH Keywords

scattering coefficientswave and finite element methodstructural networks

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05) Wave scattering in solid mechanics (74J20) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30) Numerical methods for eigenvalue problems for boundary value problems involving PDEs (65N25)

Related Items (5)

Numerical estimation of the influence of joint stiffness on free vibrations of frame structures via the scattering of waves at elastic joints ⋮ Guided wave propagation in cylindrical ducts with elastic walls enclosing a fluid moving with a uniform velocity ⋮ High frequency homogenization for a one-dimensional acoustic black hole lattice ⋮ Special issue of wave motion -- ``Innovations in wave modelling ⋮ Elastodynamics on graphs—wave propagation on networks of plates

Cites Work

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• Wave finite elements in guided elastodynamics with internal fluid
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• Dispersion curves of fluid filled elastic pipes by standard FE models and eigenpath analysis
• Analysis of power flow in beams and frameworks using the direct-dynamic stiffness method
• Coupled bending-torsional dynamic stiffness matrix for timoshenko beam elements
• An accurate method in structural vibration analysis
• Reciprocity, conservation of energy and some properties of reflection and transmission coefficients
• Dynamic response analysis of truss-type structural networks: A wave propagation approach
• Power flow in two- and three-dimensional frame structures
• Introduction to Finite Element Vibration Analysis

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