Non-linear, steady-state analysis of multispan beams by the finite element method

DOI10.1016/0045-7949(91)90075-WzbMath0766.73066OpenAlexW2073749615MaRDI QIDQ4032675

Roman Lewandowski

Publication date: 1 April 1993

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(91)90075-w

zbMATH Keywords

stability conditionsvibrationsRitz methodtotal Lagrangian formulationvon Karman theoryiterative numerical procedureharmonic forces

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (1)

Free vibration of structures with cubic nonlinearity -- remarks on amplitude equation and Rayleigh quotient.

This page was built for publication: Non-linear, steady-state analysis of multispan beams by the finite element method