Lateral post-buckling analysis of beams

作者: O. Mahrenholtz , G. Ioannidis , A. N. Kounadis

DOI: 10.1007/BF00794889

关键词:

摘要: The nonlinear lateral buckling response of perfect stocky beams in the vicinity critical bifurcational state is discussed. Attention focused on initial post-buckling response. This depends nature branching point which explored by using a (lateral) bending-curvature relationship. It found that plane loading (associated with major moment inertia) looses its stability through stable symmetric bifurcation point. Hence, above are not sensitive to imperfections, exhibiting strength. However, equilibrium path quite shallow, so load-carrying capacity such rather limited. analysis supplemented illustrative examples forI-beams for effect various parameters postbuckling also

参考文章(16)
Anthony N. Kounadis, George J. Simitses, Buckling of Imperfect Rigid-Jointed Frames Journal of Engineering Mechanics-asce. ,vol. 104, pp. 569- 586 ,(1978) , 10.1061/JMCEA3.0002362
Stephen P. Timoshenko, Theory of Elastic Stability ,(1936)
Masayoshi Nakashima, Takeshi Nakamura, Minoru Wakabayashi, Post‐Buckling Instability of Steel Beam‐Columns Journal of Structural Engineering. ,vol. 109, pp. 1414- 1430 ,(1983) , 10.1061/(ASCE)0733-9445(1983)109:6(1414)
Keith D. Hjelmstad, Sang-Gab Lee, Lateral buckling of beams in eccentrically-braced frames Journal of Constructional Steel Research. ,vol. 14, pp. 251- 272 ,(1989) , 10.1016/0143-974X(89)90039-4
Mark A. Bradford, Peter E. Cuk, Marian A. Gizejowski, Nicholas Trahair, Inelastic Lateral Buckling of Beam‐Columns Journal of Structural Engineering. ,vol. 113, pp. 2259- 2277 ,(1987) , 10.1061/(ASCE)0733-9445(1987)113:11(2259)
J. Mallis, A.N. Kounadis, On the accuracy of various large axial displacement formulae for crooked columns Computational Mechanics. ,vol. 4, pp. 47- 58 ,(1988) , 10.1007/BF00285782
A. N. KOUNADIS, J. MALLIS, DYNAMIC STABILITY OF INITIALLY CROOKED COLUMNS UNDER A TIME-DEPENDENT AXIAL DISPLACEMENT OF THEIR SUPPORT Quarterly Journal of Mechanics and Applied Mathematics. ,vol. 41, pp. 579- 596 ,(1988) , 10.1093/QJMAM/41.4.579
A.N. Kounadis, Efficiency and accuracy of linearized postbuckling analyses of frames based on elastica International Journal of Solids and Structures. ,vol. 24, pp. 1097- 1112 ,(1988) , 10.1016/0020-7683(88)90008-X
Y.C. Wang, M.A. El-Khenfas, D.A. nethercot, Lateral-Torsional buckling of end-restrained beams Journal of Constructional Steel Research. ,vol. 7, pp. 335- 362 ,(1987) , 10.1016/0143-974X(87)90012-5