Postbuckling of elastic beam subjected to a concentrated moment within the span length of beam
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Computational Mechanics
Link
http://link.springer.com/content/pdf/10.1007/s10409-007-0065-6.pdf
Reference11 articles.
1. Wang T.M., Lee S.L. and Zienkiewicz O.C. (1961). A numerical analysis of large deflections of beams. Int. J. Mech. Sci. 3(5): 219–228
2. Kuznetsov V.V. and Levyakov S.V. (2002). Complete solution of the stability problem for elastica of Euler’s column. Int. J. Nonlinear Mech. 37(6): 1003–1009
3. Vaz M.A. and Silva D.F.C. (2003). Post-buckling analysis of slender elastic rods subjected to terminal forces. Int. J. Nonlinear Mech. 38(4): 483–492
4. Phungpaingam B. and Chucheepsakul S. (2005). Post-buckling of an elastic column with various rotational end restraints. Int. J. Struct. Stability Dyn. 5(1): 113–123
5. Phungpaingam B., Chucheepsakul S. and Wang C.M. (2006). Postbuckling of beam subjected to intermediate follower force. J. Eng. Mech. (ASCE) 132(1): 16–24
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