A method for the direct evaluation of buckling loads of an imperfect two-bar frame

Author:

Ioannidis G. I.,Raftoyiannis I.G.,Kounadis A.N.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering

Reference14 articles.

1. Koiter, W.T.: On the stability of elastic equilibrium. PhD thesis presented to the Polytechnic Institute of Delft, The Netherlands, 1945; English translation: NASA TT-F-10833, 1967

2. Thompson, J.M.T.; Hunt, G.W.: A General Theory of Elastic Stability. London: Wiley 1973

3. Ioannidis, G.I.; Raftoyiannis, I.G.; Kounadis, A.N.: Nonlinear buckling of imperfect systems with symmetric imperfections. Arch Appl Mech 73 (2004) 711–717

4. Brush, D.O.; Almroth, B.O.: Buckling of Bars, Plates, and Shells. New York: McGraw-Hill, 1975

5. Kounadis, A.N.: Dynamic buckling of simple two-bar frames using catastrophe theory. Int J Nonlinear Mech 37 (2002) 1249–1259

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Dynamic buckling of partially-sway frames with varying stiffness using catastrophe theory;International Journal of Non-Linear Mechanics;2015-05

2. Editorial;Archive of Applied Mechanics;2012-10

3. Nonlinear buckling analysis of simple geometrically imperfect frames;Archive of Applied Mechanics;2009-05-10

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