ON THE SIGN OF THE DETERMINANT OF THE STRUCTURAL STIFFNESS MATRIX FOR DETERMINATION OF LOADING INCREMENT IN ARC-LENGTH ALGORITHMS
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Publication:3122819
DOI<47::AID-CNM49>3.0.CO;2-J 10.1002/(SICI)1099-0887(199701)13:1<47::AID-CNM49>3.0.CO;2-JzbMath0865.73076OpenAlexW2021451685MaRDI QIDQ3122819
David R. Owen, Yun Tian Feng, Djordje Perić
Publication date: 5 March 1997
Full work available at URL: https://doi.org/10.1002/(sici)1099-0887(199701)13:1<47::aid-cnm49>3.0.co;2-j
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Related Items (2)
The GDC method as an orthogonal arc-length method ⋮ On the determination of the path direction for arc-length methods in the presence of bifurcations and `snap-backs'
Cites Work
- Some computational aspects of the stability analysis of nonlinear structures
- An incremental approach to the solution of snapping and buckling problems
- Determination of travel directions in path-following methods
- Discrete approximations related to nonlinear theories of solids
- Improved iteration strategy for nonlinear structures
- A fast incremental/iterative solution procedure that handles “snap-through”
- Solution techniques for non−linear finite element problems
- A new criterion for determination of initial loading parameter in arc-length methods
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