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Abstrakty
The paper presents a non-linear finite element procedure for analysis of membrane structures. A four-node quadrilateral finite element is formulated to represent a general curved elastic geometrically non-linear surface. The described isoparametric element is CO-continuous, of constant thickness, and assumes a plane stress criterion. A simple numerical example is presented as an application of the described theory.
Słowa kluczowe
Wydawca
Rocznik
Tom
Strony
35--47
Opis fizyczny
Bibliogr. 24 poz., 7 rys.
Twórcy
autor
autor
- Department of Structural Mechanics, Faculty of Civil and Environmental Engineering, Gdansk University of Technology, Narutowicza 11/12, 80-952 Gdansk, Poland, ambrozan@pg.gda.pl
Bibliografia
- [1] Zienkiewicz O. C and Taylor R L 2000 Finite Element Method, 5th Edition, Oxford
- [2] Bletzinger K-U and Ramm E 2001 Computer and Structures 79 2053
- [3] Bletzingcr K-U, Wüchner R, Daoud F and Camprubi N 2005 Camp. Meth. in Appl. Mech. and Eng. 194 3438
- [4] Bonet J, Wood R D, Mahancy J and Heywood P 2000 Comp. Meth. in Appl. Mech. and Eng. 190 579
- [5] Gosling P D and Lewis W J 1996 Computer and Structures 61 (5) 871
- [6] Gosling P D and Lewis W J 1996 Computer and Structures 61 (5) 885
- [7] Gruttmann F and Taylor R L 1992 Int. J. Num. Meth. Eng. 35 1111
- [8] Chrościelewski J 1996 The Family of Finite Elements in the Nonlinear Six-parameters Shell Theory, Zeszyt Naukowy Politechniki Gdańskicj 540, Gdansk, Poland (in Polish)
- [9] Hartman F 1985 The Mathematical Foundation of Structural Mechanics, Springer-Verlag, Berlin-Heidelberg-New York-Tokyo
- [10] Green A E and Zerna W 1960 Theoretical Elasticity, Oxford of the Clarendon Press, Oxford
- [11] Woźniak C 2001 Mechanics of Elastic Plates and Shells, Series: Technical Mechanics, vol. VIII, PWN, Warsaw, Poland (in Polish)
- [12] Ergatoudis I, Irons M and Zienkiewicz O C 1968 Int. J. Solids and Structures 4 31 [13] Ambroziak A and Kłosowski P 2003 Workshop on Advanced Mechanics of Urban Structures, Sopot, Poland, pp. 145-148
- [14] Ambroziak A and Kłosowski P 2005 Int. Colloquium of IASS Polish Chapter "Lightweight Structures in Civil Engineering", Warsaw, Poland, pp. 99-102
- [15] Ambroziak A and Kłosowski P 2005 Proc. 4 a, Conf. on Civil Engineering: Problems of Structural, Material and Heat-humidity in Civil Engineering, Bydgoszcz-Sucha, Poland, pp. 79-87 (in Polish)
- [16] Ambroziak A, Kłosowski P and Nowicki M 2005 Inżynieria i Budownictwo 1 42 (in Polish)
- [17] Ambroziak A and Kłosowski P 2005 Proc. 5th Int. Conf. on Computational of Shell and Spatial Structures, Salzburg, Austria, CD publication
- [18] Ambroziak A and Kłosowski P 2003 Proc. 8th Conf. on FEM Software in Computer Aided Analysis, Design and Production, Rynia, Poland, CD publication
- [19] Ambroziak A and Kłosowski P 2005 Textile Composites and Inflatable Structures 11 (Onate E and Kröplin B, Eds.), CIMNE Barcelona, pp. 131-138
- [20] Kłosowski P and Komar W 2004 Proc. 8th Int. Conf. Modern Building Materials, Structures and Techniques, Vilnus, Lithuania, pp. 790-795
- [21] Kłosowski P, Zagubień A and Woznica K 2004 Arch. Appl. Mech. 73 661
- [22] Ambroziak A and Kłosowski P 2004 Proc. 15th Technical Meeting DYMAT, Metz, France, pp. 83-88
- [23] Ambroziak A 2005 TASK Quart. 9 (2) 167
- [24) Ambroziak A and Kłosowski P 2005 Inżynieria i Budownictwo 2 85 (in Polish)
Typ dokumentu
Bibliografia
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bwmeta1.element.baztech-article-BPG5-0014-0004