Nonlinear analysis using a reduced number of variables
From MaRDI portal
Publication:1074385
DOI10.1016/0045-7825(85)90020-9zbMath0589.73077OpenAlexW1999272592MaRDI QIDQ1074385
Publication date: 1985
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0045-7825(85)90020-9
iterative schemenonlinear analysismodified Newton-Raphson methodlinear trial solutionnormalized set of correction vectors
Related Items
Further development of the reduced basis method for geometric nonlinear analysis, The Koiter-Newton approach using von Kármán kinematics for buckling analyses of imperfection sensitive structures, Nonlinear vibration analysis of Timoshenko nanobeams based on surface stress elasticity theory, A Koiter-Newton approach for nonlinear structural analysis, Topology optimization of geometrically nonlinear structures using reduced-order modeling, Dimensional model reduction in non‐linear finite element dynamics of solids and structures, Reduction methods based on eigenvectors and Ritz vectors for nonlinear transient analysis
Cites Work
- Unnamed Item
- Geometrically nonlinear finite element behaviour using buckling mode superposition
- A faster modified Newton-Raphson iteration
- Tracing post-limit-point paths with reduced basis technique
- Bifurcation and post-buckling analysis of laminated composite plates via reduced basis technique
- An incremental approach to the solution of snapping and buckling problems
- Instability analysis of space trusses
- Solution algorithms for nonlinear structural problems
- Recent advances in reduction methods for nonlinear problems
- A geometric and material nonlinear plate and shell element
- A fast incremental/iterative solution procedure that handles “snap-through”
- Solution techniques for non−linear finite element problems
