Geodesic
Supercritical behaviour and lift capability elasticoplastic of thick-walled pipes at external pressure and bending
Matematičeskoe modelirovanie, Tome 14 (2002) no. 9, pp. 59-65 Cet article a éte moissonné depuis la source Math-Net.Ru

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The problem of definition of lift capability and supercritical behaviour of a thich-walled pipe are considered in view of inhomogeneous elasticoplastic properties in the field of a seam and residual technological pressure under an operation of internal and external pressure, bending of a pipe and locally disrtibuted effort, on a surface. The effects are assumed varying in time simulating loading of a pipe at immersing on bottom of the sea and while in service. The special attention is given to the shapes confortion of a pipe at subcritical and supercritical deformation, almost up to full confortion. 
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     author = {A. I. Alexandrovich and A. B. Efimov and A. K. Kornoukhov},
     title = {Supercritical behaviour and lift capability elasticoplastic of thick-walled pipes at external pressure and bending},
     journal = {Matemati\v{c}eskoe modelirovanie},
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     url = {http://geodesic.mathdoc.fr/item/MM_2002_14_9_a11/}
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A. I. Alexandrovich; A. B. Efimov; A. K. Kornoukhov. Supercritical behaviour and lift capability elasticoplastic of thick-walled pipes at external pressure and bending. Matematičeskoe modelirovanie, Tome 14 (2002) no. 9, pp. 59-65. http://geodesic.mathdoc.fr/item/MM_2002_14_9_a11/

[1] A. I. Aleksandrovich, A. K. Kornoukhov, F. Popielas, “Matematicheskoe modelirovanie protsessa osesimmetrichnoi shtampovki koltsevoi plastiny s tonkim rezinopodobnym pokrytiem”, Problemy mashinostroeniya i nadezhnosti mashin, 1998, no. 4, 61–68