Extended Digital Nomenclature Code for Description of Complex Finite Elements and Generation of New Elements
暂无分享,去创建一个
[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 .