QUALITATIVE CONVERGENCE IN THE DISCRETE APPROXIMATION OF THE EULER PROBLEM

There are two mathematically rigorous ways to derive Euler's different ial equation of the elastica. The first is to start from integral rule s and use variational principles, whereas the second is to regard the continuous rod as a limit of a discrete sequence of elastically connec ted rigid elements when the length of the elements decreases to zero. Discrete models of the Euler buckling problem are investigated. The gl obal number s of solutions of the boundary-value problem is expressed as a function of the number of elements in the discrete model, s = s(n ), at constant loading P. The functions s(n) are described by the char acteristic parameters n(1) and n(2), and graphs of n(1)(P) and n(2)(P) are plotted. Observations related to these diagrams reveal interestin g features in the behavior of the discrete model, from the point of vi ew of both theory and application.