Thick-walled stainless steel optical tubes used in steel armored cables sustain severe forces arising from the axial strain of the bulk cable, core pressure caused by the squeezing effect of the helically wrapped armor wires, and external forces on the cable. The conditions which result in collapse of the optical tube are investigated by applying established plasticity theory and then extending this theory to develop new equations for the case of a work-hardening material. The theoretical criteria for the onset of tube collapse are identified. Theoretical, experimental, and field results are then combined to identify conditions which increase the risk of tube collapse. It is concluded that tube collapse will not occur in properly manufactured cables unless one or more of four special conditions exist. These conditions are unusually large external pressure on the tube caused by more than two layers of steel armor, non-hydrostatic radially-dominated external pressure on helical tubes, severe external forces on the cable, and amplification of core pressure on the optical tube resulting from the cable geometric design. [S1050-0472(00)01202-2]

1.
Fargahi, A., et al., 1993, “Design and Test of a New Metallic Fiber Optic Cable for Aerial Cable Ways.” Proceedings of the 42nd Annual International Wire and Cable Symposium, November 15–18, St. Louis, Missouri.
2.
Cobb, C. C., and P. K. Schultz, 1992, “A Real-time Fiber Optic Downhole Video System.” Paper OTC 7046, presented at the Offshore Technology Conference, May 4–7, Houston, TX.
3.
Paulsson, B. N. P., Cutler, R. P., Kirkendall, G., Chen, S. T., and Giles, J. A., 1996, “An Advanced Seismic Source for Borehole Seismology,” Proceedings of the 66th annual SEG meeting, Denver, Colorado, November 10–13.
4.
Nowak, G., 1974, “Computer Design of Electromechanical Cables for Ocean Applications,” Proceedings of the 10th Annual Conference of the Marine Technology Society. Washington D.C.: Marine Technology Society.
5.
Tension Member Technology, 1991. Cable Solver 1, User’s Manual, Huntington Beach, CA.
6.
Knapp
,
R. H.
,
1979
, “
Derivation of a New Stiffness Matrix for Helically Armored Cables Considering Tension and Torsion
,”
Int. J. Numer. Methods Eng.
,
14
, pp.
515
529
.
7.
Lanteigne
,
J.
,
1985
, “
Theoretical Estimation of the Response of Helically Armored Cables to Tension, Torsion, and Bending
,”
J. Appl. Mech.
,
52
, pp.
423
432
.
8.
Costello, G. A., 1990, Theory of Wire Rope, Springer-Verlag.
9.
Slotboom, O. F., 1995, “Simplified Estimation of Helically Steel Armored Cable Elongation, Diameter Reduction, and Rotation,” Proceedings of Oceans 95 MTS/IEEE Conference, San Diego, CA, October, Marine Technology Society, Washington, DC.
10.
Boresi, A. P., and Sidebottom, O. M., 1985, Advanced Mechanics of Materials, Wiley.
11.
Ugural, A. C., and Fenster, S. K., 1995, Advanced Strength and Applied Elasticity, Third Edition, Prentice-Hall.
12.
Mendelson, A., 1968, Plasticity: Theory and Application, Macmillan.
13.
Kammash
,
T. B.
,
Murch
,
S. A.
, and
Naghdi
,
P. M.
,
1960
, “
The Elastic-plastic Cylinder Subjected to Radially Distributed Heat Source, Lateral Pressure and Axial Force with Application to Nuclear Fuel Elements
,”
J. Mech. Phys. Solids
,
8
, pp.
1
25
.
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