A new finite element method for strain gradient theories and applications to fracture analyses
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Publication:860010
DOI10.1016/j.euromechsol.2006.03.001zbMath1105.74044OpenAlexW2170890948MaRDI QIDQ860010
Publication date: 22 January 2007
Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)
Full work available at URL: http://dspace.imech.ac.cn/handle/311007/16579
crack tip fieldsFleck-Hutchinson strain gradient plasticityZienkiewicz-Taylor C1 finite element method
Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (16)
Inclusion problem in second gradient elasticity ⋮ On the effects of characteristic lengths in bending and torsion on mode III crack in couple stress elasticity ⋮ On band gaps of nonlocal acoustic lattice metamaterials: a robust strain gradient model ⋮ Two robust nonconforming \(H^2\)-elements for linear strain gradient elasticity ⋮ Cross-scale optimization of advanced materials for micro and nano structures based on strain gradient theory ⋮ Concurrent cross-scale and multi-material optimization considering interface strain gradient ⋮ A new high-order deformation theory and solution procedure based on homogenized strain energy density ⋮ Taylor-Hood like finite elements for nearly incompressible strain gradient elasticity problems ⋮ Couple-stress effects for the problem of a crack under concentrated shear loading ⋮ Mixed displacement and couple stress finite element method for anisotropic centrosymmetric materials ⋮ Plane-strain crack problems in microstructured solids governed by dipolar gradient elasticity ⋮ A numerical analysis of Saint-Venant torsion in strain-gradient bars ⋮ Effects of electric field and strain gradients on cracks in piezoelectric solids ⋮ Application of nonlocal continuum theory to the primary resonance analysis of an axially loaded nano beam under time delay control ⋮ Gradient-enhanced statistical analysis of cleavage fracture ⋮ Gradient theory for crack problems in quasicrystals
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