Nonlinear dynamic simulation of cable based structures interacting with sliding objects using the concept of macro element. (April 2021)

• Record Type: Journal Article
• Authors: Bertrand, D.; Grange, S.; Bourrier, F.; Langlade, T.
• Is Part Of: International journal of solids and structures. Volume 214/215(2021)
• Page Start: 45
• Page End: 60
• Publication Date: 2021-04
• Subjects: Macro finite element -- FEM and DEM -- Cable -- Structural dynamics; Mechanics, Applied -- Periodicals; Structural analysis (Engineering) -- Periodicals; Elastic solids -- Periodicals; Mécanique appliquée -- Périodiques; Constructions, Théorie des -- Périodiques; Solides élastiques -- Périodiques; Elastic solids; Mechanics, Applied; Structural analysis (Engineering); Periodicals; 624.18
• DOI: 10.1016/j.ijsolstr.2021.01.004
• Languages: English
• ISSNs: 0020-7683

Abstract

Highlights: Macro finite element implementation and validation. Combination of FEM and DEM. Cable and sliding mass under large displacement connected to beam finite elements. Validation and application on cable based structures in dynamic conditions. Abstract: This paper presents the formulation of a finite element enclosing a specific internal mechanical equilibrium in order to model cable-based structures in dynamics conditions. It is based on the concept of macro finite element which allows embedding complex mechanical systems solved inside the element boundaries. A significant advantage is to allow an easy implementation within classical commercial codes. The proposed macro finite element describes a cable interacting with a sliding object assimilated to a punctual mass where friction can be accounted for. The dynamic response is described by a model developed within the framework of the DEM (Discrete Element Method) where geometrical nonlinearity (large displacements) is considered. A model combining the proposed macro finite element and a classical linear truss finite element is presented in order to validate its implementation. Finally, illustrative examples are presented. First, a cable yarning system is considered. The effect of friction and of the bending stiffness of the posts on the overall kinematics and force within the system are explored. Then the vulnerability of a cable-stayed bridge to earthquake is explored accounting for guy ropes failure.