Citation: R. Piltner, Overview about solution representations for elasticity problems and some selected particular solutions, MATH MECH S, 6(2), 2001, pp. 193-220
Citation: R. Piltner et Ds. Joseph, An accurate low order plate bending element with thickness change and enhanced strains, COMPUT MECH, 27(5), 2001, pp. 353-359
Citation: R. Piltner, Comments on "Development of two-dimensional elements with a central circular hole", A.K. Soh, Z.F. Long [Comput. Methods Appl. Mech. Engrg. 188 (2000) 431-440], COMPUT METH, 191(3-5), 2001, pp. 503-504
Citation: R. Piltner, Reply to Comments by R. Piltner on "Development of two-dimensional elements with a central circular hole", [Comput. Methods Appl. Mech. Engrg. 188 (2000) 431-440] - Closure, COMPUT METH, 191(3-5), 2001, pp. 508-508
Citation: R. Piltner, Comments on "A high precision element with a central circular hole" [Int. J. Solids Struct. 36 (1999) 5485-5497], INT J SOL S, 38(34-35), 2001, pp. 6265-6266
Citation: R. Piltner, Comment on "Series solutions for a transversely loaded and completely clamped thick rectangular plate based on the three-dimensional theory of elasticity" by I. A. Okumura and Y. Oguma, Archive of Applied Mechanics, 68, 103-121 (1998), ARCH APPL M, 70(8-9), 2000, pp. 670-670
Citation: R. Piltner, An implementation of mixed enhanced finite elements with strains assumed in Cartesian and natural element coordinates using sparse (B)over-bar-matrices, ENG COMPUTA, 17(8), 2000, pp. 933-949
Citation: R. Piltner, An alternative version of the Pian-Sumihara element with a simple extension to non-linear problems, COMPUT MECH, 26(5), 2000, pp. 483-489
Citation: R. Piltner et Rl. Taylor, Triangular finite elements with rotational degrees of freedom and enhancedstrain modes, COMPUT STRU, 75(4), 2000, pp. 361-368
Citation: R. Piltner et Rl. Taylor, A systematic construction of B-BAR functions for linear and non-linear mixed-enhanced finite elements for plane elasticity problems, INT J NUM M, 44(5), 1999, pp. 615-639