DOI10.1016/0045-7825(89)90098-4zbMath0724.73138OpenAlexW2049062891MaRDI QIDQ758299
M. S. Rifai, David D. Fox, Juan C. Simo
Publication date: 1989
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0045-7825(89)90098-4
A finite element formulation for piezoelectric shell structures considering geometrical and material non-linearities,
Subdivision shells with exact boundary control and non-manifold geometry,
Non-linear exact geometry 12-node solid-shell element with three translational degrees of freedom per node,
A piezoelectric 3D hexahedral curvilinear finite element based on the space fiber rotation concept,
On reduced integration and locking of flat shell finite elements with drilling rotations,
A GEOMETRICALLY EXACT PLANAR COSSERAT SHELL-MODEL WITH MICROSTRUCTURE: EXISTENCE OF MINIMIZERS FOR ZERO COSSERAT COUPLE MODULUS,
Automatic adaptive refinement for shell analysis using nine-node assumed strain element,
Element free analyses of shell and spatial structures,
A finite-volume method for deformation analysis of woven fabrics,
Enhanced 8‐node three‐dimensional solid and 4‐node shell elements with incompatible generalized displacements,
A full-discontinuous Galerkin formulation of nonlinear Kirchhoff-Love shells: elasto-plastic finite deformations, parallel computation, and fracture applications,
Nonlinear manifold learning for meshfree finite deformation thin-shell analysis,
Enrichment of linear hexahedral finite elements using rotations of a virtual space fiber,
Subdivision shell elements with anisotropic growth,
An advanced finite element formulation for piezoelectric shell structures,
A new reduced integration solid-shell element based on EAS and ANS with hourglass stabilization,
Modeling arbitrary crack propagation in coupled shell/solid structures with X-FEM,
Molecular dynamics inferred transfer learning models for finite‐strain hyperelasticity of monoclinic crystals: Sobolev training and validations against physical constraints,
Kirchhoff-Love shell representation and analysis using triangle configuration B-splines,
Computational modeling and data‐driven homogenization of knitted membranes,
Geometric learning for computational mechanics. III: Physics-constrained response surface of geometrically nonlinear shells,
Standard gradient models and application to continuum damage in shell structures,
An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element,
An extensible double director 3D shell formulation for FGM-CNTRC shell bending analysis,
Dimensionally reduced, nonlinear dragged solids: theory and finite elements for rigid and shell-like bodies,
Two hybrid stress membrane finite element families with drilling rotations,
An unsymmetric 8-node hexahedral solid-shell element based on ANS and incompatible concepts for thin shell analysis,
Multiscale modeling of laminated thin-shell structures with direct \(\mathrm{FE}^2\),
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An efficient 4‐node 24 D.O.F. thick shell finite element with 5‐point quadrature,
Iterative mesh generation for FE‐computations on free form surfaces,
A discontinuous Galerkin formulation of non-linear Kirchhoff-Love shells,
A reduced integration solid-shell finite element based on the EAS and the ANS concept-Geometrically linear problems,
A bilinear shell element based on a refined shallow shell model,
A MESHLESS ANALYSIS OF SHELLS BASED ON MOVING KRIGING INTERPOLATION,
Thin shell analysis from scattered points with maximum-entropy approximants,
A fracture framework for Euler-Bernoulli beams based on a full discontinuous Galerkin formulation/extrinsic cohesive law combination,
A new volumetric and shear locking‐free 3D enhanced strain element,
A general beam finite element with deformable cross-section.,
Enhanced assumed strain (EAS) and assumed natural strain (ANS) methods for one-point quadrature solid-shell elements,
Eight-node membrane element with drilling degrees of freedom for analysis of in-plane stiffness of thick floor plates,
A nonlinear finite element formulation for shells of arbitrary geometry,
A shell element for finite strain analyses: hyperelastic material models,
On the coupling of 3D and 1D Navier-Stokes equations for flow problems in compliant vessels,
A family of ANS four-node exact geometry shell elements in general convected curvilinear coordinates,
A general theory of finite deformation of viscoplastic thin shells,
Geometrically Exact Nonlinear Extended-Reissner/Mindlin Shells: Fundamentals, Finite Element Formulation, Elasticity,
A non-linear triangular curved shell element,
Meshless implementation of the geometrically exact Kirchhoff–Love shell theory,
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NONLINEAR MODEL OF A FABRIC WARP AND WEFT,
A 24 d.o.f. four‐node flat shell finite element for general unsymmetric orthotropic layered composites,
A 3-node flat triangular shell element with corner drilling freedoms and transverse shear correction,
Meshless analysis of shear deformable shells: boundary and interface constraints,
Computational aspects of the mechanics of complex materials,
Conversion from imperfection-sensitive into imperfection-insensitive elastic structures. II: Numerical investigation,
A solid-shell Cosserat point element (SSCPE) for elastic thin structures at finite deformation,
Nonlinear formulations of a four-node quasi-conforming shell element,
Isogeometric collocation for large deformation elasticity and frictional contact problems,
Generalization of the \(C^1\) TUBA plate finite elements to the geometrically exact Kirchhoff-Love shell model,
Approximation of shell layers using bilinear elements on anisotropically refined rectangular meshes,
A new discontinuous Galerkin method for Kirchhoff-Love shells,
A smoothed finite element method for shell analysis,
Design and development of a discontinuous Galerkin method for shells,
On implementation of a nonlinear four node shell finite element for thin multilayered elastic shells,
Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element,
An efficient 3D enhanced strain element with Taylor expansion of the shape functions,
On enhanced strain methods for small and finite deformations of solids,
New assumed strain triangles for nonlinear shell analysis,
A nonlinear extensible 4-node shell element based on continuum theory and assumed strain interpolations,
On a stress resultant geometrically exact shell model. VII: Shell intersections with 5/6-DOF finite element formulations,
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,
A shear deformable plate element with an exact thin limit,
A group theoretic approach to the global bifurcation analysis of an axially compressed cylindrical shell,
Nonlinear static analysis of arbitrary quadrilateral plates in very large deflections,
A mixed finite element for shell model with free edge boundary conditions. III: Numerical aspects,
A new one-point quadrature, quadrilateral shell element with drilling degrees of freedom,
A simple triangular finite element for nonlinear thin shells: statics, dynamics and anisotropy,
The Hamiltonian structure of nonlinear elasticity: The material and convective representations of solids, rods, and plates,
Treatment of Reissner-Mindlin shells with Kinks without the need for drilling rotation stabilization in an isogeometric framework,
Explicit finite deformation analysis of isogeometric membranes,
Discrete double directors shell element for the functionally graded material shell structures analysis,
A global-local discontinuous Galerkin finite element for finite-deformation analysis of multilayered shells,
A linear quadrilateral shell element with fast stiffness computation,
Polygonal shell elements with assumed transverse shear and membrane strains,
Meshless analysis of shear deformable shells: the linear model,
A finite micro-rotation material point method for micropolar solid and fluid dynamics with three-dimensional evolving contacts and free surfaces,
A new element for analyzing large deformation of thin naghdi shell model. I: Elastic,
Generalized modal element method. I: Theory and its application to eight-node asymmetric and symmetric solid elements in linear analysis,
Generalized modal element method. II: Application to eight-node asymmetric and symmetric solid-shell elements in linear analysis,
A unified finite strain theory for membranes and ropes,
A discontinuous Galerkin method for nonlinear shear-flexible shells,
Hybrid-mixed ANS finite elements for stress analysis of laminated composite structures: sampling surfaces plate formulation,
Nonlinear strain--displacement equations exactly representing large rigid-body motions. I: Timoshenko--Mindlin shell theory,
Extended rotation-free shell triangles with transverse shear deformation effects,
Structural analysis of composite laminates using a mixed hybrid shell element,
Meshless implementation of arbitrary 3D-shell structures based on a modified first order shear deformation theory,
A new element for analyzing large deformation of thin Naghdi shell model. II: Plastic,
Efficient remedy for membrane locking of 4-node flat shell elements by non-conforming modes.,
A high order mesh-free method for buckling and post-buckling analysis of shells,
Meshfree implementation of the double director shell model for FGM shell structures analysis,
Geometrically nonlinear analysis of cylindrical shells using the element-free kp-Ritz method,
An edge-based smoothed finite element method (ES-FEM) with stabilized discrete shear gap technique for analysis of Reissner-Mindlin plates,
A global-local discontinuous Galerkin shell finite element for small-deformation analysis of multi-layered composites,
The isoparametric reproducing kernel particle method for nonlinear deformation of plates,
The TRIC shell element: Theoretical and numerical investigation,
On a stress resultant geometrically exact shell model. IV: Variable thickness shells with through-the-thickness stretching,
A one field full discontinuous Galerkin method for Kirchhoff-love shells applied to fracture mechanics,
A co-rotational triangular finite element for large deformation analysis of smooth, folded and multi-shells,
Isogeometric Bézier dual mortaring: the Kirchhoff-Love shell problem,
A Mindlin shell model based on the corrective smoothed particle method and accuracy implementation of the free boundary,
Geometrically nonlinear analysis of thin-shell structures based on an isogeometric-meshfree coupling approach,
Reissner-Mindlin shell theory based on tangential differential calculus,
A hybridizable discontinuous Galerkin method for both thin and 3D nonlinear elastic structures,
A thick shell model based on reproducing kernel particle method and its application in geometrically nonlinear analysis,
On nonlocal geometrically exact shell theory and modeling fracture in shell structures,
On a stress resultant geometrically exact shell model. Part V: Nonlinear plasticity: Formulation and integration algorithms,
Kirchhoff-Love shell theory based on tangential differential calculus,
On the use of Lagrange multiplier compatible modes for controlling accuracy and stability of mixed shell finite elements,
A gradient-enhanced damage approach for viscoplastic thin-shell structures subjected to shock waves,
One-point quadrature ANS solid-shell element based on a displacement variational formulation. I: Geometrically linear assessment,
Theories and finite elements for multilayered anisotropic, composite plates and shells.,
Geometrically-exact, intrinsic theory for dynamics of moving composite plates,
Higher-order shell elements based on a Cosserat model, and their use in the topology design of structures,
The application of geometrically exact shell elements to B-spline surfaces,
Stress recovery in geometrically nonlinear membranes by a Hu-Washizu finite element formulation,
An improved EAS brick element for finite deformation,
Conforming radial point interpolation method for spatial shell structures on the stress-resultant shell theory,
Analysis of fracture in thin shells by overlapping paired elements,
An extended isogeometric thin shell analysis based on Kirchhoff-love theory,
Tangential differential calculus and the finite element modeling of a large deformation elastic membrane problem,
Dynamic cloth simulation by isogeometric analysis,
Complementary mixed finite element formulations for elastoplasticity,
Computation of single eigenfrequencies and eigenfunctions of plate and shell structures using an \(h\)-adaptive FE method,
One point quadrature shell elements: a study on convergence and patch tests,
Geometric nonlinear analysis of plates and cylindrical shells via a linearly conforming radial point interpolation method,
On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory,
On application of differential geometry to computational mechanics,
A linearly conforming radial point interpolation method (LC-RPIM) for shells,
Geometrically non-linear static analysis of functionally graded material shells with a discrete double directors shell element,
Isogeometric analysis of large-deformation thin shells using RHT-splines for multiple-patch coupling,
A computational framework for incompressible electromechanics based on convex multi-variable strain energies for geometrically exact shell theory,
Theory and numerics of layered shells with variationally embedded interlaminar stresses,
A reconstructed local \(\bar{B}\) formulation for isogeometric Kirchhoff-Love shells,
Applications of point interpolation method for spatial general shells structures,
A unified stress update algorithm for explicit transient shell dynamics with combined isotropic-kinematic hardening in Eulerian rate-type phenomenological finite elasto-plasticity models,
Composite laminates: Nonlinear interlaminar stress analysis by multi-layer shell elements,
A new shell element accounting for through-thickness deformation,
A geometrically exact Cosserat shell-model including size effects, avoiding degeneracy in the thin shell limit. I: Formal dimensional reduction for elastic plates and existence of minimizers for positive Cosserat couple modulus,
A geometrically nonlinear curved shell element with constant stress resultants,
Element-free method for static and free vibration analysis of spatial thin shell structures.,
Nonlinear shell models with seven kinematic parameters,
Asymptotic deformation modes of benchmark problems suitable for evaluating shell elements