Dynamic responses of Euler-Bernoulli beam subjected to moving vehicles using isogeometric approach
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Publication:2294770
DOI10.1016/j.apm.2017.06.037zbMath1480.74193OpenAlexW2725117449MaRDI QIDQ2294770
Chien Hoang Thai, Do Nguyen Van Vuong, Thanh Hai Ong
Publication date: 12 February 2020
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2017.06.037
Euler-Bernoulli beamisogeometric analysis (IGA)dynamic behaviormoving vehiclesNURBS functionirregular roughness surface
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Uses Software
Cites Work
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- Isogeometric collocation for elastostatics and explicit dynamics
- A hierarchical approach to adaptive local refinement in isogeometric analysis
- An isogeometric method for the Reissner-Mindlin plate bending problem
- Avoiding shear locking for the Timoshenko beam problem via isogeometric collocation methods
- Adaptive isogeometric analysis by local \(h\)-refinement with T-splines
- Isogeometric shell analysis: the Reissner-Mindlin shell
- Efficient quadrature for NURBS-based isogeometric analysis
- Numerical efficiency, locking and unlocking of NURBS finite elements
- A large deformation, rotation-free, isogeometric shell
- Isogeometric analysis using polynomial splines over hierarchical T-meshes for two-dimensional elastic solids
- The bending strip method for isogeometric analysis of Kirchhoff-Love shell structures comprised of multiple patches
- Rotation-free isogeometric thin shell analysis using PHT-splines
- Discretization considerations in moving load finite element beam models
- Isogeometric fluid-structure interaction: Theory, algorithms, and computations
- A fully ``locking-free isogeometric approach for plane linear elasticity problems: a stream function formulation
- Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement
- Isogeometric analysis of structural vibrations
- Boundary locking induced by penalty enforcement of essential boundary conditions in mesh-free methods
- Studies of refinement and continuity in isogeometric structural analysis
- A finite volume method on NURBS geometries and its application in isogeometric fluid-structure interaction
- Single-variable formulations and isogeometric discretizations for shear deformable beams
- Isogeometric analysis of nonlinear Euler-Bernoulli beam vibrations
- Stability of a two-mass oscillator moving on a beam supported by a viscoelastic half-space
- \(\overline {\text B}\) and \(\overline {\text F}\) projection methods for nearly incompressible linear and nonlinear elasticity and plasticity using higher-order NURBS elements
- THE EFFECT OF A MOVING MASS AND OTHER PARAMETERS ON THE DYNAMIC RESPONSE OF A SIMPLY SUPPORTED BEAM
- A new hybrid F.E. model for arbitrarily curved beam—I. Linear analysis
- Surfaces Generated by Moving Least Squares Methods
- Onset of Separation Between a Beam and Tensionless Foundation Due to Moving Loads
- A large displacement analysis of a beam using a CAD geometric definition
- A point interpolation meshless method based on radial basis functions
- The Effects of Centripetal and Coriolis Forces on the Dynamic Response of Light Bridges Under Moving Loads
- NON-LINEAR VIBRATION OF TIMOSHENKO BEAM DUE TO A MOVING FORCE AND THE WEIGHT OF BEAM
- A simple finite element model for vibration analyses induced by moving vehicles
- ISOGEOMETRIC ANALYSIS: APPROXIMATION, STABILITY AND ERROR ESTIMATES FOR h-REFINED MESHES
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