caa a22 4500 469080949 CHVBK 20180323132950.0 cr unu---uuuuu 170328e19920301xx s 000 0 eng 10.1007/BF01174176 doi (NATIONALLICENCE)springer-10.1007/BF01174176 Holzapfel G. Lehrstuhl für Festigkeitslehre, Technische Universität Graz, Kopernikusstraße 24/I, A-8010, Graz, Austria aut A shear deformation shell theory for finite rotations and its numerical solution with the finite-difference method [Elektronische Daten] [G. Holzapfel] Summary: For shells undergoing finite deformations (displacements and rotations) a geometrically nonlinear shear-deformation shell theory will be formulated in terms of consistent operators. Starting from the variational principle of Hellinger-Reissner, the characteristic properties of the nonlinear theories will be demonstrated in a very general manner. The paper continues with the incremental formulation, used for the application of the incrementaliterative numerical techniques. For transforming the system of simultaneous differential equations into algebraic equations, the appropriate two-dimensional Hermitian finite-difference operators are described. Finally, the reliability of numerical integration procedure is demonstrated by a selected numerical example. Springer-Verlag, 1992 Acta Mechanica Springer-Verlag 92/1-4(1992-03-01), 193-207 0001-5970 92:1-4<193 1992 92 707 https://doi.org/10.1007/BF01174176 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF01174176 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Holzapfel G. Lehrstuhl für Festigkeitslehre, Technische Universität Graz, Kopernikusstraße 24/I, A-8010, Graz, Austria aut NATIONALLICENCE 773 0- Acta Mechanica Springer-Verlag 92/1-4(1992-03-01), 193-207 0001-5970 92:1-4<193 1992 92 707 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer