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论文类型：期刊论文

发表时间：2013-05-01

发表刊物：INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES

收录刊物：SCIE、EI

卷号：70

页面范围：57-68

ISSN号：0020-7403

关键字：Bimodular truss; Tensegrity structures; Large displacement and small strain; Parametric variational principle; Co-rotational approach

摘要：A new stable algorithm is developed for the geometric nonlinear analysis of bimodular truss and tensegrity structures based on the parametric variational principle (PVP) and the co-rotational approach. The bilinear constitutive model is proposed for modeling tensegrity structures which consist of prestressed struts and cables. The PVP for bimodular truss is first introduced for small deformation analysis, and then the geometric nonlinear formulation is derived by combining the PVP linear formulation with the co-rotational approach. The Newton-Raphson (NR) scheme combined with Lemke's algorithm is employed to solve the resulting nonlinear complementarity equations. Numerical examples are given to demonstrate the validity and efficiency of the proposed PVP method for mechanical analysis of bimodular truss and tensegrity structures. Convergence behaviors of different computational schemes for geometric linear and nonlinear analyses are also discussed in detail, which shows the good numerical stability and efficiency of the proposed method. (C) 2013 Elsevier Ltd. All rights reserved.