A unified approach for analysis of cable and tensegrity structures using memoryless quasi-newton minimization of total strain energy. (15th January 2019)

• Record Type: Journal Article
• Authors: Branam, Nathan James; Arcaro, Vinicius; Adeli, Hojjat
• Is Part Of: Engineering structures. Volume 179(2019)
• Page Start: 332
• Page End: 340
• Publication Date: 2019-01-15
• Subjects: Cable structures -- Minimization -- Nonlinear -- Quasi-Newton -- Tensegrity; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2018.11.004
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Analysis of cable and tensegrity structures using minimization of potential energy. It does not involve the use of stiffness matrix. It is especially useful for under-constrained structures. It provides a unifying approach for analysis of three different types of structures. Abstract: A unifying approach is presented for the nonlinear static analysis of cable structures and for the form-finding of tensegrity structures. The novelty lies in the possibility of static analyses of structures where the stiffness matrix is singular throughout the path to equilibrium. The unification of static analyzes and form-finding procedures allows the understanding and treatment of tensegrity and cable structures as a single type of structure. A total potential energy function is derived in terms of nodal displacements which are the unknowns of a nonlinear programming problem. The proposed approach uses a Quasi-Newton method overcoming a limitation of the Newton Raphson Method employed by widel-used commercial Finite Element software packages. Example analyses are presented and compared with experimental results reported in the literature to demonstrate the feasibility of the proposed approach which is particularly useful for under-constrained structures that contain pre-tensioned elements.