FN Archimer Export Format PT J TI Analytical modeling of synthetic fiber ropes subjected to axial loads. Part I: A new continuum model for multilayered fibrous structures BT AF GHOREISHI, Seyed Reza CARTRAUD, Patrice DAVIES, Peter MESSAGER, Tanguy AS 1:1;2:1;3:2;4:3; FF 1:;2:;3:PDG-DOP-DCB-ERT-MS;4:; C1 Ecole Cent Nantes, Inst Rech Genie Civil & Mecan, GeM, F-44321 Nantes 03, France. IFREMER, Mat & Struct Grp, F-29280 Plouzane, France. Univ Nantes, Ecole Cent Nantes, Nantes Atlantique Univ, Inst Rech Genie Civil & Mecan GeM, F-44321 Nantes, France. C2 ECOLE CENT NANTES, FRANCE IFREMER, FRANCE UNIV NANTES, FRANCE SI BREST SE PDG-DOP-DCB-ERT-MS IN WOS Ifremer jusqu'en 2018 copubli-france copubli-univ-france IF 1.569 TC 43 UR https://archimer.ifremer.fr/doc/2007/publication-2595.pdf LA English DT Article DE ;Testing;Analytical model;Multilayered structures;Aramid;Yarn;Fiber rope AB 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. PY 2007 PD MAY SO International Journal of Solids and Structures SN 0020-7683 PU Elsevier VL 44 IS 9 UT 000245769500018 BP 2924 EP 2942 DI 10.1016/j.ijsolstr.2006.08.033 ID 2595 ER EF