Isogeometric vibration analysis of free-form Timoshenko curved beams
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Publication:890412
DOI10.1007/s11012-014-0062-3zbMath1329.74157OpenAlexW1972104949MaRDI QIDQ890412
Jaehong Lee, Nam-Il Kim, Anh-Tuan Luu
Publication date: 10 November 2015
Published in: Meccanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s11012-014-0062-3
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Spectral and related methods applied to problems in solid mechanics (74S25)
Related Items (15)
A superconvergent isogeometric formulation for eigenvalue computation of three dimensional wave equation ⋮ On invariance of spatial isogeometric Timoshenko-Ehrenfest beam formulations for static analysis ⋮ Isogeometric interval size optimization of beam structures ⋮ The effect of parameterization on isogeometric analysis of free-form curved beams ⋮ Efficient isogeometric formulation for vibration analysis of complex spatial beam structures ⋮ Isogeometric analysis of 3D straight beam-type structures by Carrera unified formulation ⋮ Studies on knot placement techniques for the geometry construction and the accurate simulation of isogeometric spatial curved beams ⋮ Isogeometric analysis of small-scale effects on the vibration of functionally graded porous curved microbeams based on the modified strain gradient elasticity theory ⋮ An analytical assessment of finite element and isogeometric analyses of the whole spectrum of Timoshenko beams ⋮ Machine learning discovery of optimal quadrature rules for isogeometric analysis ⋮ Effects of parameterization and knot placement techniques on primal and mixed isogeometric collocation formulations of spatial shear-deformable beams with varying curvature and torsion ⋮ A simplified theory of FG curved beams ⋮ Dynamic multi-patch isogeometric analysis of planar Euler-Bernoulli beams ⋮ Isogeometric analysis of free-form Timoshenko curved beams including the nonlinear effects of large deformations ⋮ An efficient isogeometric beam formulation for analysis of 2D non-prismatic beams
Cites Work
- Unnamed Item
- Unnamed Item
- Isogeometric design of elastic arches for maximum fundamental frequency
- Locking free isogeometric formulations of curved thick beams
- Isogeometric shell analysis: the Reissner-Mindlin shell
- Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement
- Isogeometric analysis of structural vibrations
- Free vibrations of non-circular arches with non-uniform cross-section
- Vibrations of Timoshenko beams with isogeometric approach
- An exact solution for in-plane vibrations of an arch having variable curvature and cross section
- A three‐noded shear‐flexible curved beam element based on coupled displacement field interpolations
- Curved Mindlin beam and axi-symmetric shell elements—A new approach
- A linear thick curved beam element
- Free vibration analysis of arches using curved beam elements
- Isogeometric Analysis
- Static, free vibration, and buckling analysis of laminated composite Reissner–Mindlin plates using NURBS‐based isogeometric approach
- Fundamental frequencies of non-circular, elastic, hinged arcs
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