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Bio-Design and Manufacturing  2021 Vol.4 No.6 P.672~682

10.1631/jzus.2003.0672


Analysis of tensioned membrane structures considering cable sliding


Author(s):  SONG Chang-yong

Affiliation(s):  Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China

Corresponding email(s):   cysong@civil.zju.edu.cn

Key Words:  Membrane structures, Shape finding, Cutting pattern, Cables, Contact simulation


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SONG Chang-yong. Analysis of tensioned membrane structures considering cable sliding[J]. Journal of Zhejiang University Science D, 2021, 4(6): 672~682.

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PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.2003.0672


Abstract: 
In routine design of tensioned membrane st ructures, the membrane is gen erally modeled using space membrane elements and the cables by space cable eleme nts, with no sliding allowed between the membrane and the cables. On the other h and, large deflections are expected and sliding between the membrane and the cab les is inevitable. In the present paper, the general finite element code ABAQUS was employed to investigate the influence of cable sliding on membrane surface o n the structural behavior. Three analysis models were devised to fulfill this pu rpose: (1) The membrane element shares nodes with the cable element; (2) The cab le can slide on the membrane surface freely (without friction) and (3) The cable can slide on the membrane surface, but with friction between the cable and the membrane. The sliding problem is modeled using a surface-based contact algorithm. The results from three analysis models are compared, showing that cable slidin g has only little influence on the structure shape and on the stress distributio ns in the membrane. The main influence of cable sliding may be its effect on the dynamic behavior of tensioned membrane structures.

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Reference

[1]Argyris, J., Angelopoulos, J.and Bichat, B., 1974.A general method for the shape finding of lightweight tension structures.Comput.Methods Appl.Mech.Engrg., 3: 135-149.

[2]Bletzinger, K.U.and Ramm, E., 1999.A general finite element approach to the form finding of tensile structures by the updated reference strategy.Int.J.Sp ace Structures, 14(2): 131-145.

[3]Day, A.S.and Bunce, J., 1969. The analysis of hanging roofs. Arup Journal, 1969(Sept):30-31.

[4]Haug, E.and Powell, G.H., 1971. Finite Element Analysis of Nonlinear Membrane Structures. Proc., IASS Symposium Pacific Part II on Tension Structures and Space Frames, Tokyo and Kyoto, p.165-175.

[5]HKS, 2000. ABAQUS User's Manual, Ver.6.1. Hibbitt, Karlsson and Sorensen Inc., USA.

[6]Ishii, K., 1999. Form finding analysis in consideration of cutting patterns of membrane structures. Int.J.Space Structures, 14(2): 105-120.

[7]Lewis, W.J.and Lewis, T.S., 1996. Application of Formian and dynamic relaxation to the form finding of minimal surfaces. J.of the IASS, 37(3): 165-186.

[8]Matsumura, T., Oda, K. and Tachibana, E., 1997. Finite Element Analysis of Cable Reinforced Membrane Structures With the Use of Bendable-Element. Proc., IASS Int. Symposium '97 on Shell & Spatial Structures, Singapore, 2:567-576.

[9]Meek, J.L.and Xia, X.Y., 1999. Computer shape finding of form structures. Int. J. Space Structures, 14(1): 35-55.

[10]Minami, H., Yamamoto, C., Segawa, S. and Kono, Y., 1997. A Method for Membrane Material Nonlinear Stress Analysis Using A Multi-Step Linear approximation. Proc., IASS Int. Symposium '97 on Shell & Spatial Structures, Singapore, 2:595-602.

[11]Otto, F., 1973. Tensile Structures. Vols.1 and 2, MIT, Cambridge, MA.

[12]Schek, H.J., 1974. The force density method for form finding and computations of general networks. Comp. Methods Appl. Mech. Engrg., 3: 115-134.

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