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Quasi-static post-buckling of columns
  (See below.)
2024.Jul.03 12:25:53
p, h Load, p, and impulse, h (non-dimensional). •
.m0 Parameter m0. •
h, npr Integration step and no. of print lines. •
Show values ? Shows the graph coordinates.

Models the behaviour of the quasi-static post-buckling of slender columns, a system described by a set of ODE's (ordinary differential equations), solved by a Runge-Kutta method of 4.th order.

(Problem suggested and managed by Prof. A. Pinto da Costa, IST.)

References: Plate: Postbuckling

• [Smith, 2001(1995), Chap. 13, "Case studies", "Case study 8", p 122].

• 1893-02-02: Lanczos, Cornelius (1974-06-25).

 
 
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Created: 2010-02-01 — Last modified: 2017-06-03