Pages that link to "Item:Q3352649"
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The following pages link to A general procedure for the direct computation of turning and bifurcation points (Q3352649):
Displaying 23 items.
- Automated solution procedures for negotiating abrupt nonlinearities and branch points (Q2721456) (← links)
- Combination of the critical displacement method with a damage model for structural instability analysis (Q2739097) (← links)
- The numerical calculation of topological turning points (Q2885533) (← links)
- Direct computation of critical equilibrium states for spatial beams and frames (Q2894889) (← links)
- SOLUTION SURFACES AND GENERALIZED PATHS IN NON-LINEAR STRUCTURAL MECHANICS (Q3074822) (← links)
- EVALUATION OF THE FOLD LINE BY ASYMPTOTIC EXTRAPOLATION FOR STRUCTURAL ANALYSIS (Q3074874) (← links)
- A direct method for the determination of non-simple turning points (Q3759823) (← links)
- Continuation methods for tracing the equilibrium path in flexible mechanism analysis (Q4241292) (← links)
- Sensitivity analysis of bifurcation load of finite-dimensional symmetric systems (Q4349463) (← links)
- Numerical treatment of complete load-deflection curves (Q4398201) (← links)
- Direct computation of instability points with inequality constraints using the FEM (Q4467637) (← links)
- Analysis and load carrying behaviour of imperfection sensitive shells (Q4493647) (← links)
- Detection of high codimensional bifurcations in variational PDEs (Q5019841) (← links)
- Equilibrium Path Analysis Including Bifurcations with an Arc-Length Method Avoiding A Priori Perturbations (Q5152918) (← links)
- Computation of multiple bifurcation point (Q5190522) (← links)
- Bifurcation Tracking for High Reynolds Number Flow Around an Airfoil (Q5275069) (← links)
- Modified stiffness iteration to pinpoint multiple bifurcation points. (Q5931213) (← links)
- Hourglassing‐ and locking‐free mesh distortion insensitive Petrov–Galerkin EAS element for large deformation solid mechanics (Q6092130) (← links)
- On the derivation of a component-free scheme for Lagrangian fluid-structure interaction problems (Q6157719) (← links)
- Can we really solve an arch stability problem? (Q6180489) (← links)
- A Heaviside function-based density representation algorithm for truss-like buckling-induced mechanism design (Q6553856) (← links)
- Toward a local \textit{maximum-entropy} material point method at finite strain within a \texttt{B}-free approach (Q6554132) (← links)
- Points of inflection of special eigenvalue functions as indicators of stiffness maxima/minima of proportionally loaded structures (Q6588294) (← links)
