Analytical modeling of synthetic fiber ropes subjected to axial loads. Part I: A new continuum model for multilayered fibrous structures

Type Article
Date 2007-05
Language English
Author(s) Ghoreishi Seyed Reza1, Cartraud Patrice1, Davies PeterORCID2, Messager Tanguy3
Affiliation(s) 1 : Ecole Cent Nantes, Inst Rech Genie Civil & Mecan, GeM, F-44321 Nantes 03, France.
2 : IFREMER, Mat & Struct Grp, F-29280 Plouzane, France.
3 : Univ Nantes, Ecole Cent Nantes, Nantes Atlantique Univ, Inst Rech Genie Civil & Mecan GeM, F-44321 Nantes, France.
Source International Journal of Solids and Structures (0020-7683) (Elsevier), 2007-05 , Vol. 44 , N. 9 , P. 2924-2942
DOI 10.1016/j.ijsolstr.2006.08.033
WOS© Times Cited 40
Keyword(s) Testing, Analytical model, Multilayered structures, Aramid, Yarn, Fiber rope
Abstract Synthetic fiber ropes are characterized by a very complex architecture and a hierarchical structure. Considering the fiber rope architecture, to pass from fiber to rope structure behavior, two scale transition models are necessary, used in sequence: one is devoted to an assembly of a large number of twisted components (multilayered), whereas the second is suitable for a structure with a central straight core and six helical wires (1 + 6). The part I of this paper first describes the development of a model for the static behavior of a fibrous structure with a large number of twisted components. Tests were then performed on two different structures subjected to axial loads. Using the model presented here the axial stiffness of the structures has been predicted and good agreement with measured values is obtained. A companion paper (Ghoreishi, S.R. et al., in press. Analytical modeling of synthetic fiber ropes, part 11: A linear elastic model for I + 6 fibrous structures, International Journal of Solids and Structures, doi:10.1016/j.ijsolstr.2006.08.032) presents the second model to predict the mechanical behavior of a I + 6 fibrous structure. (c) 2006 Elsevier Ltd. All rights reserved.
Full Text
File Pages Size Access
publication-2595.pdf 35 1000 KB Open access
Top of the page