A characteristic feature of metallic strands and wire ropes is the coupling between the axial and torsional response. In this paper, starting from the application of classic structural theories, a new mechanical model for wire ropes is developed. Each wire of the rope is modeled as a curved thin rod according to the classic Kirchhoff-Clebsch-Love theory. Interactions between wires are taken into account under the assumption of rigid contact surfaces and a kinematic model is introduced to relate the generalized strain variables of the wires to the axial strain and torsional curvature of the rope. The proposed formulation is compared with experimental results and numerical simulations on 3D Finite Element models to assess the validity of the assumptions at its base.

A new mechanical model for metallic wire ropes

Foti, F;Guerini, C;MARENGO, ALESSANDRO;Martinelli, L
2019-01-01

Abstract

A characteristic feature of metallic strands and wire ropes is the coupling between the axial and torsional response. In this paper, starting from the application of classic structural theories, a new mechanical model for wire ropes is developed. Each wire of the rope is modeled as a curved thin rod according to the classic Kirchhoff-Clebsch-Love theory. Interactions between wires are taken into account under the assumption of rigid contact surfaces and a kinematic model is introduced to relate the generalized strain variables of the wires to the axial strain and torsional curvature of the rope. The proposed formulation is compared with experimental results and numerical simulations on 3D Finite Element models to assess the validity of the assumptions at its base.
2019
ADVANCES IN ENGINEERING MATERIALS, STRUCTURES AND SYSTEMS: INNOVATIONS, MECHANICS AND APPLICATIONS
978-0-429-42650-6
978-1-138-38696-9
Wire ropes, Axial-torsional behavior, Curved thin rod theory, Finite Element Method.
File in questo prodotto:
File Dimensione Formato  
Foti_et_al_1.pdf

Accesso riservato

: Post-Print (DRAFT o Author’s Accepted Manuscript-AAM)
Dimensione 1.38 MB
Formato Adobe PDF
1.38 MB Adobe PDF   Visualizza/Apri

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/1128907
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 0
  • ???jsp.display-item.citation.isi??? 0
social impact