On Performance of Nine-Node Quadrilateral Shell Elements 9-EAS11 and MITC9i

DOI10.1007/978-3-030-17747-8_35zbMath1465.74170OpenAlexW2975965386MaRDI QIDQ5131303

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Publication date: 5 November 2020

Published in: Advanced Structured Materials (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/978-3-030-17747-8_35

zbMATH Keywords

membrane patch testGreen strainReissner-Mindlin kinematicstwo-field extended functional

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25)

Related Items (2)

Reduced representations of assumed fields for Hu-Washizu solid-shell element ⋮ On Transverse Shear Strains Treatment in Nine-Node Shell Element MITC9i

Uses Software

• ompFEAP

Cites Work

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• Reduction of mesh distortion effects for nine-node elements using corrected shape functions
• The discrete strain gap method and membrane locking
• A local coordinate system for assumed strain shell element formulation
• Families of 4-node and 9-node finite elements for a finite deformation shell theory. An assessment of hybrid stress, hybrid strain and enhanced strain elements
• Improved nine-node shell element MITC9i with reduced distortion sensitivity
• On parallelization of the loop over elements in FEAP
• Two improvements in formulation of nine-node element MITC9
• An improved isoparametric transformation for finite element analysis
• An assumed covariant strain based 9-node shell element
• A simple quadrilateral shell element
• A class of mixed assumed strain methods and the method of incompatible modes

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