Consistent matrix formulations for structural analysis using finite-element techniques.

DOI10.2514/3.3279zbMath0136.22702OpenAlexW2007774484MaRDI QIDQ5510640

J. S. Archer

Publication date: 1965

Published in: AIAA Journal (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.2514/3.3279

zbMATH Keywords

mechanics of solids

Related Items (12)

Mass matrix templates: general description and 1D examples ⋮ Vibrations and transient responses of Timoshenko beams resting on elastic foundations ⋮ Derivation of shape functions for an exact 4‐D.O.F. Timoshenko beam element ⋮ A p‐version, first order shear deformation, finite element for geometrically non‐linear vibration of curved beams ⋮ A unified quadrature-based superconvergent finite element formulation for eigenvalue computation of wave equations ⋮ A selective review of direct, semi-inverse and inverse eigenvalue problems for structures described by differential equations with variable coefficients ⋮ NON-CONVERGENCE RESULT FOR CONFORMAL APPROXIMATION OF VARIATIONAL PROBLEMS SUBJECT TO A CONVEXITY CONSTRAINT ⋮ Geometrical nonlinear analysis of structures by finite elements ⋮ Large deflections and large-amplitude free vibrations of straight and curved beams ⋮ Hypermatrix generalization of the Jacobi- and Eberlein-method for computing eigenvalues and eigenvectors of Hermitian or non-Hermitian matrices ⋮ Development of rotationally consistent diagonal mass matrices for plate and beam elements ⋮ Consistent matrices in rotor dynamics

This page was built for publication: Consistent matrix formulations for structural analysis using finite-element techniques.