Towards improving the MITC6 triangular shell element
Computers and Structures
A triangular six-node shell element
Computers and Structures
The quadratic MITC plate and MITC shell elements in plate bending
Advances in Engineering Software
The MITC9 shell element in plate bending: mathematical analysis of a simplified case
Computational Mechanics
A two-dimensional co-rotational Timoshenko beam element with XFEM formulation
Computational Mechanics
Improving the MITC3 shell finite element by using the Hellinger-Reissner principle
Computers and Structures
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A 6-node triangular Reissner-Mindlin plate element with eXtended Finite Element Method (XFEM) formulation for yield line analyses is presented. The XFEM formulation with regularized enrichment is employed to reproduce a displacement field with a locally high gradient in the vicinity of a yield line in plate structures. The MITC technique is employed to mitigate shear locking in both the smooth and the locally non-smooth displacement fields. Several numerical examples are presented to illustrate the effectiveness of the XFEM enrichment in yield line analysis as well as the necessity and the effectiveness of the MITC technique in shear locking alleviation in the XFEM formulation.