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Computer modelling of cable reinforced membranes

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Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper is intended to summarise the actual work in the area of large deformations of tension systems. The previously conducted research adds significant contributions to the understanding of the response characteristics of pneumatics and suspended membranes with wrinkling allowed. Here the attention will be focused on the applications of the one-dimensional tensioned cable systems. Two- and three-dimensional tensile structures, will be forced to work with compressed members. Since cables can not transmit any compressive forces a verified numerical algorithm, based on the monitoring of the load displacement path is proposed. The special computer code NAFDEM (Nonlinear Analysis by Finite Difference and Element Methods) was adapted to solve undertaken highly nonlinear problems. Calculated results were verified numerically and compared with the solutions obtained by the numerical integration technique.
Rocznik
Strony
223--237
Opis fizyczny
Bibliogr. 30 poz., wykr.
Twórcy
autor
  • Institute of Computer Modelling, Faculty of Applied Physics and Computer Modelling, Cracow University of Technology, ul. Warszawska 24, 31-155 Cracow, Poland
Bibliografia
  • [1] J.H. Argyris et al. Higher order simplex elements for large strain analysis - natural approach. Comput. Meth. Appl. Mech. Engng, 6: 369-403, 1978.
  • [2] J.H. Argyris, T. Angelopoulos, B. Bichat. A general method for the shape finding of lightweight tension structures. Comput. Meth. Appl. Mech. Engng, 3: 135-149, 1974.
  • [3] J.H. Argyris, D.W. Scharpf. Large deflection analysis of prestressed networks. J. of the Struct. Division, Proc. of ASCE, 98: 633-649, 1972.
  • [4] M.R. Barnes. Form-finding analysis and pattering of tension structures. In: H. Nooshin, ed., Proc. of IIIrd mt. Conf. on Space Structures, Guilford, U.K., pp. 730-736, 1984.
  • [5] M.R. Barnes. Form-finding and analysis of prestressed nets and membranes. Computers and Structures, 30: 685-695, 1988.
  • [6] Cz. Branicki, P. Klosowski. Analiza statyczna i dynamiczna przekryć tekstylnych w zakresie nieliniowym. Arch. Inż. Ląd., 29(3): 189-220, 1983.
  • [7] A.K. Dacko, P.G. Glockner. On the large-deflection and stability behaviour of spherical inflatables under symmetric plate and cylinder loads. Int. J. Engineering Structures, 11: 97-112, 1989.
  • [8] A.S. Day. Analysis of cable networks by dynamic relaxation. Civil Engng Public Works Rev. 4: 383-386, 1970.
  • [9] M.I. Gambhir, B.V. Batchelor. A Finite Element for 3-D prestressed cable nets. Int. J. Numer. Meth. Engng, 11: 1699-1718, 1977.
  • [10] R.B. Haber, J.F. Abel. Initial equilibrium solution methods for cable reinforced membranes, part I - formulation. Comput. Meth. Appl. Mech. Engng, 30: 335-346, 1982.
  • [11] R.B. Haber, J.F. Abel. Initial equilibrium solution methods for cable reinforced membranes, part II - implementation. Comput. Meth. Appl. Mech. Engng, 30: 285-306, 1982.
  • [12] P. Kneen. Long span cable supported roof structures. Proc. of IASS - CSCE International Congress on Innovative Large Span Structures, Concept, Design, Construction, Toronto: 327-342, 1992.
  • [13] J. Krok, J. Orkisz, M. Stanuszek. A unique FDM/FEM system of discrete analysis of boundary-value problems in mechanics. Proc. of XI Polish Conf. on Computer Methods in Mechanics, 1: 465-473, 1993.
  • [14] J. Krok, M. Stanuszek, J. Orkisz. Numerical analysis of boundary-value problems by FDM/FEM computer code NAFDEM (in preperation), 2002.
  • [15] A.S. Kwan. A new approach to geometric nonlinearity of cable structures. Computers and Structures, 67: 243-252, 1998.
  • [16] W.J. Lewis, M.S. Jones, K.R. Rushton. Dynamic relaxation analysis of the non-linear static response of pretensioned cable roof. Computers and Structures, 18: 989-997, 1984.
  • [17] C.T. Li, N.K. Srivastava. Analysis of pneumatic shells with or without cable net; General finite element formulation. Computers and Structures, 4: 813-829, 1974.
  • [18] C.F. Ong, D.S. Wakefield, M.R. Barnes. Interactive graphic CAD for tension structures. Computers and Structures, 41: 1305-1312, 1991.
  • [19] F. Otto, F.K. Schleyer. Zugbeanspuchte Konstruktionen, Band 2. Ullstein Fachverlag, Frankfurt, Berlin, 1962.
  • [20] Sz. Palkowski. Konstrukcje Cięgnowe. WNT, Warszawa, 1994.
  • [21] H.J. Schek. The force density method for form finding and computations of general networks. Comput. Meth. Appl. Mech. Engng, 3: 115-134, 1974.
  • [22] M. Stanuszek. FE analysis of large deformations of membrane shells with wrinkling. Int. J. Finite Elements in Analysis and Design (in print), 2002.
  • [23] M. Stanuszek, W. Bereza. Local stability of flexible membranes under concentrated loads - FEM analysis. Proc. of ECCOMAS96 Conf. Paris, 4: 103-106, 1996.
  • [24] M. Stanuszek, J. Orkisz. Finite element analysis of membrane cable reinforced structures at large deformations. Proc. of 2nd Congress on Computer Structure Technology, Advances in non-linear Finite Element Methods 4: 67-76, Athens, 1994.
  • [25] M. Stanuszek, J. Orkisz. The application of higher order elements to the cable net's finite deformation analysis. Arch. Inż. Ląd., 31: 423-445, 1985.
  • [26] W. Szyszkowski, P.G. Glockner. Finite deformation and stability behaviour of spherical inflatables under axisymmetric concentrated loads. Int. J. Non-Linear Mechanics, 19: 489-496, 1984.
  • [27] B. Tabarrok, Z. Qin. Nonlinear analysis of tension structures. Computers and Structures, 45: 973-984, 1992.
  • [28] W. Tworzydło. Analysis of large deformations of membrane shells by the generalized finite difference method. Computers and Structures, 27: 39-59, 1987.
  • [29] D. Wakefield. Membrane engineering - principles and applications. In: T.T. Lan, ed., Proc. of Asia-Pacific mt. Conf. on Shells and Spatial Structures, Beijing, China, 1: pp. 407-418, 1996.
  • [30] O.C. Zienkiewicz, R.L. Taylor. The Finite Element Method. McGraw-Hill, 1984.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB2-0006-0064
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