Extended Digital Nomenclature Code for Description of Complex Finite Elements and Generation of New Elements

In recent research (Dmitrochenko and Mikkola, 2011), a digital nomenclature code in the form dncm was proposed for a systematic classification of topology of finite elements (given by the dimension d and the number of nodes n ) and their kinematics (described by the number of coordinates per node c and a so-called vectorization multiplier m ). The digital code allows the kinematics of simple finite elements to be enumerated by a few integers; allowing the elements to be reconstructed without the need of their graphical representations. More complicated elements possess a set of nodal coordinates X that formally correspond to some code dncm ; however, their kinematics require that an auxiliary element ( d η ς μ) to be created using different topology η and kinematics ς, μ with a different set of nodal coordinates . Then, a transformation T toward coordinates X leads to an element systematically denoted by code , which is proposed in the current paper and called the extended digital nomenclature code. Examples of such elements are planar triangles and rectangles with drilling degrees of freedom, quadrilaterals with extra shape functions, discrete Kirchhoff triangles and other elements, including rigid bodies. It is possible to construct a universal procedure, which is capable of generating the necessary structural matrices of a finite element by its extended code dncm ( d η ς μ){…}. By changing digits d , n , c , m , η, ς, μ it is possible to find new elements, some of those are proposed in the current paper.

[1]  A. Mikkola,et al.  A formal procedure and invariants of a transition from conventional finite elements to the absolute nodal coordinate formulation , 2009 .

[2]  Jeong-Hyun Sohn,et al.  Large Oscillations of a Thin Cantilever Beam: Physical Experiments and Simulation Using the Absolute Nodal Coordinate Formulation , 2003 .

[3]  H. Adelman,et al.  Inclusion of Transverse Shear Deformation in Finite Element Displacement Formulations , 1974 .

[4]  A. Mikkola,et al.  Two Simple Triangular Plate Elements Based on the Absolute Nodal Coordinate Formulation , 2008 .

[5]  Aki Mikkola,et al.  Digital Nomenclature Code for Topology and Kinematics of Finite Elements Based on the Absolute Nodal Co-Ordinate Formulation , 2011 .

[7]  L S D Morley,et al.  The constant-moment plate-bending element , 1971 .

[8]  Aki Mikkola,et al.  Shear Correction for Thin Plate Finite Elements Based on the Absolute Nodal Coordinate Formulation , 2009 .

[9]  R. Cook,et al.  Concepts and Applications of Finite Element Analysis , 1974 .

[10]  Oleg Dmitrochenko,et al.  Three- and four-noded planar elements using absolute nodal coordinate formulation , 2013 .

[11]  Robert J. Melosh,et al.  Structural Analysis of Solids , 1963 .

[12]  D. W. Scharpf,et al.  The TUBA Family of Plate Elements for the Matrix Displacement Method , 1968, The Aeronautical Journal (1968).

[13]  Bernhard Specht,et al.  Modified shape functions for the three‐node plate bending element passing the patch test , 1988 .