FN Archimer Export Format
PT J
TI Validity and limitations of linear analytical models for steel wire strands under axial loading, using a 3D FE model
BT 
AF GHOREISHI, S
   MESSAGER, T
   CARTRAUD, P
   DAVIES, Peter
AS 1:1;2:1,2;3:1;4:3;
FF 1:;2:;3:;4:PDG-DOP-DCB-ERT-MS;
C1 Ecole Cent Nantes, Inst Rech Genie Civil & Mech, F-44321 Nantes, France.
   Univ Nantes, Nantes Atlantique Univ, F-44035 Nantes, France.
   IFREMER, Mat & Struct Grp, F-29280 Plouzane, France.
C2 ECOLE CENT NANTES, FRANCE
   UNIV NANTES, FRANCE
   IFREMER, FRANCE
SI BREST
SE PDG-DOP-DCB-ERT-MS
IN WOS Ifremer jusqu'en 2018
   copubli-france
   copubli-univ-france
IF 1.013
TC 104
UR https://archimer.ifremer.fr/doc/2007/publication-4206.pdf
LA English
DT Article
DE ;Finite element;Analytical model;Wire;Strand;Cable
AB In the field of cable modeling, many models have been proposed to describe the mechanical behavior of simple straight strands under axial loading, and the predictions of these models have been compared to experimental data when available. However, the validity domain of these models has not been evaluated yet because the experimental results reported in the literature are very limited. This problem is addressed here, the results from nine linear elastic models of a 6 + 1 wire single layered strand (simple straight strand) subjected to static axial loads being compared with values from 3D finite element modeling. The analytical models are shown to give satisfactory estimations of the elastic stiffness constants for lay angles below 20 degrees. (C) 2007 Elsevier Ltd. All rights reserved.
PY 2007
PD NOV
SO International Journal of Mechanical Sciences
SN 0020-7403
PU Elsevier
VL 49
IS 11
UT 000251070400006
BP 1251
EP 1261
DI 10.1016/j.ijmecsci.2007.03.014
ID 4206
ER

EF