A mixed formulation for nonlinear analysis of cable structures. (1st July 2017)

• Record Type: Journal Article
• Authors: Crusells-Girona, Miquel; Filippou, Filip C.; Taylor, Robert L.
• Is Part Of: Computers & structures. Volume 186(2017)
• Page Start: 50
• Page End: 61
• Publication Date: 2017-07-01
• Subjects: Cable analysis -- Nonlinear analysis -- Mixed finite elements -- Weak compatibility; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2017.03.011
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: The paper presents a mixed variational form for nonlinear analysis of elastic cables. The development is given in curvilinear coordinates and finite deformation measures. The finite element solution permits both continuous and discontinuous axial force. Example solutions verify the robustness and high accuracy of the formulation. Extension to inelastic materials and dynamics can be readily accommodated. Abstract: This paper proposes a general finite-element procedure for the nonlinear analysis of cables based on a mixed variational formulation in curvilinear coordinates with finite deformations. The formulation accounts for nonlinear elasticity and inelasticity, overcoming the limitation of recent numerical approaches which integrate explicitly the global balance of linear momentum for a linear elastic material with infinitesimal deformations. The formulation uses a weak form of the catenary problem and of the strain-displacement relation to derive a new family of cable finite elements with a continuous or discontinuous axial force field. Several examples from the literature on nonlinear cable analysis are used to validate the proposed formulation for St. Venant-Kirchhoff elastic materials and neo-Hookean materials. These studies show that the proposed formulation captures the displacements and the axial force distribution with high accuracy using a small number of finite elements.