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Geometric and material nonlinear analysis of tensegrity structures

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Abstract

A numerical method is presented for the large deflection in elastic analysis of tensegrity structures including both geometric and material nonlinearities. The geometric nonlinearity is considered based on both total Lagrangian and updated Lagrangian formulations, while the material nonlinearity is treated through elastoplastic stress-strain relationship. The nonlinear equilibrium equations are solved using an incremental-iterative scheme in conjunction with the modified Newton-Raphson method. A computer program is developed to predict the mechanical responses of tensegrity systems under tensile, compressive and flexural loadings. Numerical results obtained are compared with those reported in the literature to demonstrate the accuracy and efficiency of the proposed program. The flexural behavior of the double layer quadruplex tensegrity grid is sufficiently good for lightweight large-span structural applications. On the other hand, its bending strength capacity is not sensitive to the self-stress level.

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Authors and Affiliations

  1. Department of Architectural Engineering, Free Form Architecture Institute, Sejong University, 98 Kunja Dong, Kwangjin Ku, Seoul, 143-747, Korea

    Hoang Chi Tran & Jaehong Lee

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  1. Hoang Chi Tran
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  2. Jaehong Lee
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Correspondence to Jaehong Lee.

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Tran, H.C., Lee, J. Geometric and material nonlinear analysis of tensegrity structures. Acta Mech Sin 27, 938–949 (2011). https://doi.org/10.1007/s10409-011-0520-2

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  • DOI: https://doi.org/10.1007/s10409-011-0520-2

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