The (symmetric) Hessian for geometrically nonlinear models in solid mechanics: Intrinsic definition and geometric interpretation
Open Access
- 30 April 1992
- journal article
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 96 (2) , 189-200
- https://doi.org/10.1016/0045-7825(92)90131-3
Abstract
No abstract availableThis publication has 13 references indexed in Scilit:
- A consistent co-rotational formulation for non-linear, three-dimensional, beam-elementsComputer Methods in Applied Mechanics and Engineering, 1990
- A beam finite element non‐linear theory with finite rotationsInternational Journal for Numerical Methods in Engineering, 1988
- On the dynamics in space of rods undergoing large motions — A geometrically exact approachComputer Methods in Applied Mechanics and Engineering, 1988
- A three-dimensional finite-strain rod model. part II: Computational aspectsComputer Methods in Applied Mechanics and Engineering, 1986
- A finite strain beam formulation. The three-dimensional dynamic problem. Part IComputer Methods in Applied Mechanics and Engineering, 1985
- Pressure Loaded Structures under Large DeformationsZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik, 1984
- An excursion into large rotationsComputer Methods in Applied Mechanics and Engineering, 1982
- A sequel to: Nonlinear finite element analysis of elastic systems under nonconservative loading—Natural formulation. Part I. Quasistatic problemsComputer Methods in Applied Mechanics and Engineering, 1981
- Nonlinear finite element analysis of elastic systems under nonconservative loading-natural formulation. part I. Quasistatic problemsComputer Methods in Applied Mechanics and Engineering, 1981
- Finite element method — the natural approachComputer Methods in Applied Mechanics and Engineering, 1979