Asymptotic analysis of the boundary layer for the Reissner-Mindlin plate model
SIAM Journal on Mathematical Analysis
Detailed reliability assessment of triangular MITC elements for thin shells
Computers and Structures
A triangular six-node shell element
Computers and Structures
Finite Elements in Analysis and Design
Measuring the convergence behavior of shell analysis schemes
Computers and Structures
Improving the MITC3 shell finite element by using the Hellinger-Reissner principle
Computers and Structures
An enriched 6-node MITC plate element for yield line analysis
Computers and Structures
The MITC3 shell finite element enriched by interpolation covers
Computers and Structures
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Effective triangular shell elements are of utmost interest in engineering practice, and the MITC6a element - a 6 node quadratic general shell element of the MITC family - has been shown to significantly reduce the locking phenomena arising in bending dominated behaviours. However, for some specific combinations of midsurface geometry and boundary conditions, the MITC6a element features some non-physical displacement modes with vanishing membrane strain energy. This phenomenon is thoroughly analyzed, and a remedy based on a stabilized bilinear form is proposed. Detailed numerical tests are included and the results demonstrate the good performance of the proposed method both for membrane and bending dominated problems.