8- and 12-node plane hybrid stress-function elements immune to severely distorted mesh containing elements with concave shapes
By S. Cen, Xiang-rong Fu, Mingjue Zhou. 2011
112 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/2d08bccc763ee2496133be27de803526553d4e29
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- A shape‐free 8‐node plane element unsymmetric analytical trial function method (2012, methodology): “Element symbols US-QUAD8 [14, 15] HSF-Q8 [17, 18] Key techniques 1.”
- An unsymmetric 4‐node, 8‐DOF plane membrane element perfectly breaking through MacNeal's theorem (2015, methodology): “The basic analytical solutions in terms of second form of quadrilateral area coordinate method (QACM-II) for pure bending Just as the Trefftz finite element method [54] and the hybrid stress-function element method proposed recently [55–60], the fundamental analytical solutions of governing equation”