An efficient shear and bending‐locking‐free quadrilateral plate element using a modified Hellinger‐Reissner functional and the Bergan free formulation

Documenti analoghi

• A New Performing Quadrilateral Finite Element With 24 Degrees of Freedom Valid for Thin and Thick Shell Modelling: Formulation Aspects and Numerical Results
  di: Susilo Widyatmoko, et al.
  Pubblicazione: (2025)
• Modelling the effect of point forces and moments in plate bending with hybrid‐Trefftz stress elements
  di: J. A. Teixeira de Freitas, et al.
  Pubblicazione: (2024)
• Do locking-free finite element schemes lock for holey Reissner-Mindlin plates with mixed boundary conditions?
  di: Ainsworth, Mark, et al.
  Pubblicazione: (2025)
• Asymptotically accurate and locking-free finite element implementation of first order shear deformation theory for plates
  di: Le, Khanh Chau, et al.
  Pubblicazione: (2023)
• New quadratic/serendipity finite volume element solutions on arbitrary triangular/quadrilateral meshes
  di: Yanhui Zhou
  Pubblicazione: (2024)