AN APPROACH TO STATICAL AND QUASI-STATICAL NONLINEAR ANALYSIS OF STRUCTURES IN SMALL STRAINS AND FINITE ROTATIONS HYPOTHESES
From MaRDI portal
Publication:2972179
DOI10.1142/S0219455412500393zbMath1359.74424OpenAlexW1975659749MaRDI QIDQ2972179
G. la Sala, Salvatore Lopez, Christiane Rousseau
Publication date: 7 April 2017
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s0219455412500393
small strainsfinite rotationsselective strain definitionsstatical and quasi-statical structural analysis
Related Items (1)
Cites Work
- Hourglass control in linear and nonlinear problems
- A three-dimensional finite-strain rod model. II. Computational aspects
- Co-rotational beam elements with warping effects in instability problems
- TRIC: A simple but sophisticated 3-node triangular element based on 6 rigid-body and 12 straining modes for fast computational simulations of arbitrary isotropic and laminated composite shells
- An effective parametrization for asymptotic extrapolations
- An excursion into large rotations
- Evaluation of simple bifurcation points and post-critical path in large finite rotation problems
- Co-rotational flat facet triangular elements for shell instability analyses.
- Finite elements, finite rotations and small strains fo flexible shells
- A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements
- EVALUATION OF THE FOLD LINE BY ASYMPTOTIC EXTRAPOLATION FOR STRUCTURAL ANALYSIS
- Tracing the equilibrium path beyond simple critical points
- The geometric stiffness of thick shell triangular finite elements for large rotations
- The use of projectors to improve finite element performance
- A simple and effective element for analysis of general shell structures
- A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
- On a thin shell element for non-linear analysis, based on the isoparametric concept
- A consistent co-rotational formulation for shells using the constant stress/constant moment triangle
- Multiple quadrature underintegrated finite elements
- On improved predictions for structural equilibrium path evaluations
- Reduced integration technique in general analysis of plates and shells
- Non‐linear transient finite element analysis with convected co‐ordinates
This page was built for publication: AN APPROACH TO STATICAL AND QUASI-STATICAL NONLINEAR ANALYSIS OF STRUCTURES IN SMALL STRAINS AND FINITE ROTATIONS HYPOTHESES
