Exact determinant for infinite order FEM representation of a Timoshenko beam–column via improved transcendental member stiffness matrices
DOI10.1002/NME.919zbMATH Open1041.74550OpenAlexW2109058997MaRDI QIDQ4736692
Author name not available (Why is that?)
Publication date: 6 August 2004
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.919
eigenproblembucklingvibrationstructurestranscendentalWittrick-Williams algorithmmember stiffness determinant
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)
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