Deprecated: $wgMWOAuthSharedUserIDs=false is deprecated, set $wgMWOAuthSharedUserIDs=true, $wgMWOAuthSharedUserSource='local' instead [Called from MediaWiki\HookContainer\HookContainer::run in /var/www/html/w/includes/HookContainer/HookContainer.php at line 135] in /var/www/html/w/includes/Debug/MWDebug.php on line 372
A consistent co-rotational formulation for shells using the constant stress/constant moment triangle - MaRDI portal

A consistent co-rotational formulation for shells using the constant stress/constant moment triangle

From MaRDI portal
Publication:4029452

DOI10.1002/nme.1620350907zbMath0767.73076OpenAlexW2065174401MaRDI QIDQ4029452

No author found.

Publication date: 31 March 1993

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1620350907




Related Items (31)

A CO-ROTATIONAL FORMULATION FOR 2-D CONTINUA INCLUDING INCOMPATIBLE MODESA FINITE ELEMENT FORMULATION FOR 3-D CONTINUA USING THE CO-ROTATIONAL TECHNIQUENonlinear formulations of a four-node quasi-conforming shell elementGeometrically nonlinear analysis of shell structures using a flat triangular shell finite elementNonlinear static analysis of arbitrary quadrilateral plates in very large deflectionsAnalysis of multibody systems with flexible plates using variational graph-theoretic methodsPolar decomposition based corotational framework for triangular shell elements with distributed loadsA new element for analyzing large deformation of thin Naghdi shell model. II: PlasticAN APPROACH TO STATICAL AND QUASI-STATICAL NONLINEAR ANALYSIS OF STRUCTURES IN SMALL STRAINS AND FINITE ROTATIONS HYPOTHESESUnnamed ItemRotation shape functions for a low-order quadrilateral plate element with mid-side rotationsInstabilities induced by coarse meshes for a nonlinear shell problemFinite element linear and nonlinear, static and dynamic analysis of structural elements: a bibliography (1992‐1995)Large‐strain elasto‐plastic shell analysis using low‐order elementsAn improved assumed strain solid-shell element formulation with physical stabilization for geometric non-linear applications and elastic-plastic stability analysisFormulation and evaluation of new triangular, quadrilateral, pentagonal and hexagonal discrete Kirchhoff plate/shell elementsNonlinear thin shell analysis using a curved triangular elementGeometric non-linear analysis of space shell structures using generalized conforming flat shell elements-for space shell structuresUnnamed ItemA large‐strain elasto–plastic shell formulation using the Morley triangleLinear and geometrically nonlinear analysis of plates and shells by a new refined non-conforming triangular plate/shell elementPostbuckling performance of the TRIC natural mode triangular element for isotropic and laminated composite shellsPhenomenological invariant-based finite-element model for geometrically nonlinear analysis of thin shellsA modified corotational framework for triangular shell elementsGeometrically Exact Nonlinear Extended-Reissner/Mindlin Shells: Fundamentals, Finite Element Formulation, ElasticityRotation vector and its complement parameterization for singularity-free corotational shell element formulationsUnnamed ItemCoupling of BEM with a large displacement and rotation algorithmA geometrically nonlinear curved shell element with constant stress resultantsAn energy‐conserving co‐rotational procedure for the dynamics of shell structuresA stabilized co-rotational curved quadrilateral composite shell element



Cites Work


This page was built for publication: A consistent co-rotational formulation for shells using the constant stress/constant moment triangle