[1] G. J. Simitses, Buckling and postbuckling of imperfect cylindrical shells:A review, Appl.Mech. Rev., 39, 10 (1986), 1517-1524.
[2] W. T. Koiter, On the stability of elastic equilibriuw, Ph. D. thesis. NASA TT F-10(1967), 833.
[3] B. Budiansky and J. W. Hutchinson, Dynamics buckling of imperfection-sensitive structures, Proc. XI Inter. Congress Appl Mech., Springer, Berlin(]964), 636-651.
[4] M. J. Sewell, A general theory of equilibrium paths through critical points, I, II, Proe.Roy. Soe. A, 306, 201-223, 225-238, A Survey of Plastic Buckling, Stability, Ed. H.Leipholz, Univ. Watwrloo Press, Ontario (1968), 85-197.
[5] J. M. T. Thompson and G. W. Hunt, A General 2'heory of Elastie Stability, Wiley, New York (1973).
[6] B. Budiansky, Theory of buckling and postbuckling behavior of elastic structures, Advances in Appf. Mech., Academic Press, 14 (1974), 1-65.
[7] J. W. Hutchison and J. C. Amazigo, Imperfection sensitivity of eccentrically stiffened cylindrical shells, AIAA J., 5 (1967), 392-40l.
[8] P. T. Pederson, Buckling of unstiffened and ring-stiffened vylindrical shells under axial compression, Int. J. Solids Structures, 9 (1973), 671-691.
[9] J. W. Hutchison and J. C. Frauenthal, Elastic postbuckling behavior of stiffened and barreled cylindrical shells, Trans. ASCE. J. Appf. Mech. E-36 (1969), 784-790.
[10] J. S. Hansen, Influence of general imperfections in axially loaded cylindrical shells, Int. J.Solids Structures, 11 (1975), 1223-1233.
[11] N. Yamaki, Elastic stability of circular cylindrical shells, North-Holland series, in Appl.Math. & Mech., Eds. E. Becher et al, North-Holland, Amsterdam, New York Oxford, 27(1984).
[12] J. Arbocz and J. M. A. M. Hol, Koiter's stability theory in a computer-aided engineering (CAE) environment, Int. J. Solids & Structures, 26, 9/10 (1990), 945-973.
[13] F. G. Flroes and L-A. Godoy, Elastic postbuckling analysis via finite element and perturbation techniques, part 1:foundation, Int. J. Nurner. Meth. Engrg, 33, 9 (1992), 1175-1794.
[14] H. H. Shen and T. Y. Chen, A boundary layer theory for the buckling of thin-cylin-drical shells under axial compression, Advances of Appl. Math. & Mech. in China, Eds.W. Z. Chien and Z. Z. Fu, Int. Academic Publishers, 2 (1988), 152-172.
[15] W. Z. Chien, Singular Perturbation Methods and Application in Mechanics, Scientific Publisher (1981).
[16] H. H. Shen et al., Buckling and postbuckling of stiffened cylindrical shells under axial compression, Appl. Math. and Mech. (English Ed.), 12 (1991), 1195-1207.
[17] J. Arbocz, The effect of initial imperfections on shell stability, Thin-Gl alled Structures: Theory Experiment and Design, Ed. Y. C. Fung and E. E. Sechler, Prentice-Hall, Inc, Englewood Cliffs, N. J. (1972), 205-246.
[18] H. H. Sun, Buckling and reliability analysis of circular cylindrical shells in ship and ocean engineering, Ph. D. thesis, Shanghai Jiaotong University (1994), 11-14.
[19] J. Arbocz, Collapse load calculations for axially compressed imperfect stringer stiffened shells, Proc. AIAA/ASMElASCE/AHS 25th Structures, Structural Dynamics and Materials Conf., Part 1, Palm Spring, CA. (1984), 130-139.
[20] J. Simitses and D. Shaw, Collapse of axially-loaded, imperfect, cylindrical shells, Proc.AIAAlASMElASCE, tAHS 26th Structures, Structural Dynamics and Materials Conf., Part 1, Orlands, FL. (1985), 139-146.
[21] V. Tvergaard, On the transition from a diamond mode to an axisymmetric mode of collapse in cylindrical shells, Int. J. Solids Structures, 19 (1983), 845-856. |