DOI10.1002/nme.1620170409zbMath0459.73067OpenAlexW2163563108MaRDI QIDQ3910126
Jeanne M. Peters, Ahmed K. Noor
Publication date: 1981
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.1620170409
On the equivalence of mode decomposition and mixed finite elements based on the Hellinger-Reissner principle. I: Theory,
On the hybrid-mixed formulation of \(C^ 0\) curved beam elements,
Stability, convergence, and accuracy of a new finite element method for the circular arch problem,
A three-dimensional finite-strain rod model. II. Computational aspects,
Finite element analysis of two-dimensional shear flexible frame structures: Linear analysis,
Finite element analysis of two-dimensional shear flexible frame structures: Nonlinear analysis,
On finite element implementation of geometrically nonlinear Reissner's beam theory: Three-dimensional curved beam elements,
Large deformation of hyperelastic modified Timoshenko-Ehrenfest beams under different types of loads,
A cell‐centered finite volume formulation of geometrically exact Simo–Reissner beams with arbitrary initial curvatures,
Efficient formulation of a two‐noded geometrically exact curved beam element,
Generalization of the strain-split method and evaluation of the nonlinear ANCF finite elements,
Invariant Hermitian finite elements for thin Kirchhoff rods. I: The linear plane case,
Efficient remedy for membrane locking of 4-node flat shell elements by non-conforming modes.,
On the development of NURBS-based isogeometric solid shell elements: 2D problems and preliminary extension to 3D,
Stability and convergence of mixed methods for elastic rods of arbitrary geometry,
A higher-order hybrid-mixed harmonic shell-of-revolution element,
Development of a new curved beam element with shear effect,
Three-dimensional sloshing: A consistent finite element approach,
A locking-free finite element formulation and reduced models for geometrically exact Kirchhoff rods,
Higher‐order hybrid‐mixed axisymmetric thick shell element for vibration analysis,
Locking free isogeometric formulations of curved thick beams,
Locking-free curved elements with refined kinematics for the analysis of composite structures,
Geodesic finite elements for Cosserat rods,
A mixed finite element for three-dimensional nonlinear analysis of steel frames,
Equivalence between mixed models and displacement models sing reduced integration,
A Legendre spectral element model for sloshing and acoustic analysis in nearly incompressible fluids,
Shear locking in one-dimensional finite element methods,
Locking alleviation in the large displacement analysis of beam elements: the strain split method,
On the geometrically exact formulations of finite deformable isogeometric beams,
An effective composite laminated curved beam element,
Error on the constitutive relation in the nonlinear formulation of elastic beams: The plane case,
Rotation-free isogeometric analysis of an arbitrarily curved plane Bernoulli-Euler beam,
A priori identification of shear locking and stiffening in triangular Mindlin elements,
Shear and membrane locking in curved \(C^ 0\) elements,
In-plane elastic stability of fixed parabolic shallow arches,
Mixed models and reduction techniques for large-rotation nonlinear problems,
Stress projection for membrane and shear locking in shell finite elements
