Locking-free finite element method for a bending moment formulation of Timoshenko beams
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Publication:2398885
DOI10.1016/j.camwa.2014.05.011zbMath1369.74081OpenAlexW2017340651MaRDI QIDQ2398885
David Mora, Felipe Lepe, Rodolfo Rodríguez
Publication date: 21 August 2017
Published in: Computers \& Mathematics with Applications (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.camwa.2014.05.011
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Error bounds for boundary value problems involving PDEs (65N15)
Related Items (5)
Beam formulation and FE framework for architected structures under finite deformations ⋮ Numerical Analysis of a Structure-Preserving Space-Discretization for an Anisotropic and Heterogeneous Boundary Controlled $N$-Dimensional Wave Equation As a Port-Hamiltonian System ⋮ A locking-free finite element formulation for a non-uniform linear viscoelastic Timoshenko beam ⋮ A locking-free DPG scheme for Timoshenko beams ⋮ Finite element analysis of a bending moment formulation for the vibration problem of a non-homogeneous Timoshenko beam
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