Shape stability of hollow tubular piles during driving
Abstract
A finite difference formulation of the follower force (flutter) stability problem is presented. The numerical scheme is applied to the problem of cross-sectional shape stability in hollow steel piles, where the pile tip is not reinforced by a driving shoe.
Fields of Study & Subjects
Geotechnical and Geomechanical Engineering
Geotechnical Engineering and Soil Mechanics
Publication details
- Pages
- 471–475
- Publication date
- 11 February 2026
- Language
- EN
- Document type
- Book chapter