Adjoint Variational Principle for the Stability of Beams with Internal and External Damping.
Abstract
An adjoint variational principle for damped cantilever Euler beams has been developed and applied to a determination of critical flutter load via a generalized Ritz procedure. The result is a dimensionless characteristic equation for flutter load which may immediately be solved by a digital computer once the necessary material and geometric properties are specified. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Apr 01, 1974
- Accession Number
- AD0778744
Entities
People
- Charles R. Thomas