Voir la notice de l'article provenant de la source Math-Net.Ru
[1] Zenkevich O., Metod konechnykh elementov v tekhnike, Mir, M., 1975
[2] Bathe K. J., Finite Element Procedures, Prentice Hall, New Jersey, 1996
[3] Riks E., “An incremental approach to the solution of snapping and buckling problems”, Int. J. Solids Struct., 15:7 (1979), 529–551 | DOI | MR | Zbl
[4] Grigolyuk E. I.,Shalashilin V. I., Problemy nelineinogo deformirovaniya.Metod prodolzheniya resheniya po parametru v nelineinykh zadachakh mekhaniki tverdogo deformiruemogo tela, Nauka, M., 1988 | MR | Zbl
[5] Memon B.-A., Su X.-Z., “Arc-length technique for nonlinear finite element analysis”, J. Zhejiang Univ. SCI, 5:5 (2004), 618–628 | DOI | Zbl
[6] Kuznetsov V. V., Levyakov S. V., “Utochnennaya geometricheski nelineinaya formulirovka treugolnogo konechnogo elementa tonkoi obolochki”, PMTF, 48:5 (2007), 160–172
[7] Yang Y.-B., Shieh M.-S., “Solution method for nonlinear problems with multiple critical points”, AIAA J., 28 (1990), 2110–2116 | DOI
[8] Kuznetsov V. V., “Rekurrentnye sootnosheniya dlya koeffitsientov variatsii energii nelineinykh uprugikh sistem”, Izv. AN SSSR. Mekhanika tverdogo tela, 1989, no. 4, 182–183
[9] Sze K. Y., Liu X. H., Lo S. H., “Popular benchmark problems for geometric nonlinear analysis of shells”, Finite Elements Anal. Design., 40:11 (2004), 1551–1569 | DOI