DIRECT DERIVATION OF THE INVARIANT IMBEDDING EQUATIONS FOR BEAMS FROM A VARIATIONAL PRINCIPLE,
Abstract
The report describes the use of invariant imbedding techniques to a problem involving the equilibrium configuration of a beam. The equilibrium configuration of a beam supporting a distributed load, free at one end and clamped at the other, is characterized by a minimum of potential energy. Using the traditional reasoning leads to the formulation of an unstable two-point boundary-value problem for a fourth-order Euler equation. The Memorandum shows that the solution of the minimization problem can be characterized by an initial-value problem. Relationships between the set of invariant imbedding equations and the Euler equations are described. An analytic solution to a simple problem is given to demonstrate the technique. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Sep 01, 1969
- Accession Number
- AD0700032
Entities
People
- D. W. Alspaugh
- Robert E. Kalaba
Organizations
- RAND Corporation