SOLUTION SURFACES AND GENERALIZED PATHS IN NON-LINEAR STRUCTURAL MECHANICS
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Publication:3074822
DOI10.1142/S021945540100010XzbMath1205.74177OpenAlexW2072163310MaRDI QIDQ3074822
Costin Pacoste, Anders B. Eriksson
Publication date: 10 February 2011
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s021945540100010x
finite elementsinstabilitiessolution algorithmsquasi-static equilibriumnon-linear mechanicsmulti-parametric setting
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Cites Work
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- PITCON
- A quadratically convergent procedure for the calculation of stability points in finite element analysis
- On the computation of multi-dimensional solution manifolds of parametrized equations
- Beam elements in instability problems
- Equilibrium subsets for multi-parametric structural analysis
- Direct evaluation of the `worst' imperfection shape in shell buckling
- Structural instability analyses based on generalised path-following
- Co-rotational flat facet triangular elements for shell instability analyses.
- Numerical analysis of complex instability behaviour using incremental-iterative strategies
- Tracing the equilibrium path beyond simple critical points
- Characterization and Computation of Generalized Turning Points
- A general procedure for the direct computation of turning and bifurcation points
- On the Computation of Manifolds of Foldpoints for Parameter-Dependent Problems
- On linear constraints for Newton-Raphson corrections and critical point searches in structural F.E. problems
- Characterization and Computation of Singular Points with Maximum Rank Deficiency
- A fast incremental/iterative solution procedure that handles “snap-through”
- On step size adjustments in structural continuation problems
- AN APPROACH TO THE NON-LINEAR BEHAVIOUR OF THE MEMBERS OF A RIGID JOINTED PLANE FRAMEWORK WITH FINITE DEFLECTIONS
