A unified co-rotational framework for solids, shells and beams

From MaRDI portal
Publication:1388554

DOI10.1016/0020-7683(95)00252-9zbMath0905.73067OpenAlexW1979208879WikidataQ128090034 ScholiaQ128090034MaRDI QIDQ1388554

M. A. Crisfield, Gray F. Moita

Publication date: 11 June 1998

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(95)00252-9



Related Items

Modelling of damage accumulation and failure of structural members subjected to strong seismic actions, Dynamic contact model of shell for multibody system applications, On the choice of the linear element for corotational triangular shells, A co-rotational quasi-conforming 4-node resultant shell element for large deformation elasto-plastic analysis, Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element, Identifying critical loads of frame structures with equilibrium equations in rate form, A high-precision co-rotational formulation of 3D beam elements for dynamic analysis of flexible multibody systems, A large rotation finite element analysis of 3D beams by incremental rotation vector and exact strain measure with all the desirable features, On best-fit corotated frames for 3D continuum finite elements, Exact corotational shell for finite strains and fracture, Corotational force-based beam finite element with rigid joint offsets for 3D framed structures, Corotational mixed finite element formulation for thin-walled beams with generic cross-section, Partitioned formulation of internal and gravity waves interacting with flexible structures, A consistent 3D corotational beam element for nonlinear dynamic analysis of flexible structures, On the parametrization of finite rotations in computational mechanics. A classification of concepts with application to smooth shells, A conserving formulation of a simple shear- and torsion-free beam for multibody applications, On the choice of local element frame for corotational triangular shell elements, The direct force correction based framework for general co-rotational analysis, Efficient local formulation for elasto-plastic corotational thin-walled beams, A mixed 3D corotational beam with cross-section warping for the analysis of damaging structures under large displacements, Modelling flexible body systems: a bond graph component model approach, Isogeometric analysis of 3D beams for arbitrarily large rotations: locking-free and path-independent solution without displacement DOFs inside the patch, Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation, Three-dimensional beam element for pre- and post-buckling analysis of thin-walled beams in multibody systems, Large deflections of laminated beams with interlayer slips, A co-rotational formulation for 3D beam element using vectorial rotational variables, Analysis of 2D flexible mechanisms using linear finite elements and incremental techniques, Hierarchic isogeometric large rotation shell elements including linearized transverse shear parametrization, Geometrically nonlinear dynamic formulation for three-dimensional co-rotational solid elements, A modified corotational framework for triangular shell elements, Rotation vector and its complement parameterization for singularity-free corotational shell element formulations, A mixed co-rotational formulation of 2D beam element using vectorial rotational variables, Coupling of BEM with a large displacement and rotation algorithm, Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999), A unified formulation of small-strain corotational finite elements. I: Theory