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Mean-strain 8-node hexahedron with optimized energy-sampling stabilization
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/(sici)1097-0207(20000510)48:1<79::aid-nme869>3.0.co;2-dopenalex-snapshot
A stabilization technique to avoid hourglassing in finite elasticity
inferredcites →https://doi.org/10.1002/(sici)1097-0207(20000510)48:1<79::aid-nme869>3.3.co;2-4openalex-snapshot
A stabilization technique to avoid hourglassing in finite elasticity
inferredcites →https://doi.org/10.1002/1097-0207(20001120)49:8<1029::aid-nme990>3.0.co;2-3openalex-snapshot
A highly efficient enhanced assumed strain physically stabilized hexahedral element
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A note on mass lumping and related processes in the finite element method
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Suppression of spurious intermediate frequency modes in under-integrated elements by combined stiffness/viscous stabilization
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Generalization of selective integration procedures to anisotropic and nonlinear media
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A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
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A four‐node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
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A class of mixed assumed strain methods and the method of incompatible modes
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Geometrically non‐linear enhanced strain mixed methods and the method of incompatible modes
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A stabilized nodally integrated tetrahedral
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A large deformation solid‐shell concept based on reduced integration with hourglass stabilization
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A reduced integration solid‐shell finite element based on the EAS and the ANS concept—Geometrically linear problems
inferredcites →https://doi.org/10.1002/nme.4621openalex-snapshot
B‐bar FEMs for anisotropic elasticity
inferredcites →https://doi.org/10.1002/nme.4721openalex-snapshot
Mean‐strain eight‐node hexahedron with stabilization by energy sampling
inferredcites →https://doi.org/10.1002/nme.4907openalex-snapshot
Mean‐strain eight‐node hexahedron with optimized energy‐sampling stabilization for large‐strain deformation
inferredcites →https://doi.org/10.1002/nme.835openalex-snapshot
Analysis of 3D problems using a new enhanced strain hexahedral element
inferredcites →https://doi.org/10.1016/0045-7825(85)90074-xopenalex-snapshot
Finite element stabilization matrices-a unification approach
inferredcites →https://doi.org/10.1016/0045-7825(86)90107-6openalex-snapshot
Efficient implementation of quadrilaterals with high coarse-mesh accuracy
inferredcites →https://doi.org/10.1016/0045-7825(93)90124-gopenalex-snapshot
Assumed strain stabilization of the eight node hexahedral element
inferredcites →https://doi.org/10.1016/0045-7825(93)90215-jopenalex-snapshot
Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems
inferredcites →https://doi.org/10.1016/0168-874x(85)90003-4openalex-snapshot
A proposed standard set of problems to test finite element accuracy
inferredcites →https://doi.org/10.1016/0168-874x(95)00038-uopenalex-snapshot
An economical assumed stress brick element and its implementation
inferredcites →https://doi.org/10.1016/j.cma.2004.12.012openalex-snapshot
On a physically stabilized one point finite element formulation for three-dimensional finite elasto-plasticity
inferredcites →https://doi.org/10.1016/j.finel.2013.05.006openalex-snapshot
A systematic development of EAS three-dimensional finite elements for the alleviation of locking phenomena
inferredcites →https://doi.org/10.1016/s0020-7683(03)00210-5openalex-snapshot
A new 3-D finite element for nonlinear elasticity using the theory of a Cosserat point
inferredcites →https://doi.org/10.1016/s0045-7825(00)00217-6openalex-snapshot
The equivalent parallelogram and parallelepiped, and their application to stabilized finite elements in two and three dimensions
inferredcites →https://doi.org/10.1016/s0045-7825(97)00106-0openalex-snapshot
A multiple-quadrature eight-node hexahedral finite element for large deformation elastoplastic analysis
inferredcites →https://doi.org/10.5860/choice.38-3926openalex-snapshot
Nonlinear finite elements for continua and structures
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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An Issue on the Surface Integrals with Element-Partitioning to Compute the Consistency Matrices in a Three-Dimensional Energy-Based Virtual Element Method and its Solution
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Mean‐strain 10‐node tetrahedron with energy‐sampling stabilization
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Mean‐strain 10‐node tetrahedron with energy‐sampling stabilization for nonlinear deformation
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Modification of the quadratic 10‐node tetrahedron for thin structures and stiff materials under large‐strain hyperelastic deformation
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An explicit hybrid high-order method for structural dynamics
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