A consistent co-rotational formulation for non-linear, three-dimensional, beam-elements
- 1 August 1990
- journal article
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 81 (2) , 131-150
- https://doi.org/10.1016/0045-7825(90)90106-v
Abstract
No abstract availableThis publication has 22 references indexed in Scilit:
- A beam finite element non‐linear theory with finite rotationsInternational Journal for Numerical Methods in Engineering, 1988
- On a non‐linear formulation for curved Timoshenko beam elements considering large displacement/rotation incrementsInternational Journal for Numerical Methods in Engineering, 1988
- Elasto‐plastic large deformation analysis of space‐frames: A plastic‐hinge and stress‐based explicit derivation of tangent stiffnessesInternational Journal for Numerical Methods in Engineering, 1988
- A corotational procedure that handles large rotations of spatial beam structuresComputers & Structures, 1987
- Collapse of Shallow Lattice DomesJournal of Structural Engineering, 1987
- A finite strain beam formulation. The three-dimensional dynamic problem. Part IComputer Methods in Applied Mechanics and Engineering, 1985
- Finite element method — the natural approachComputer Methods in Applied Mechanics and Engineering, 1979
- Large displacement analysis of three‐dimensional beam structuresInternational Journal for Numerical Methods in Engineering, 1979
- Large displacement, transient analysis of space framesInternational Journal for Numerical Methods in Engineering, 1977
- Three-dimensional large deformation analysis of thin walled beamsInternational Journal of Solids and Structures, 1976