STATICS AND STABILITY OF THIN-WALLED ELASTIC BEAMS. PART 1. FORMULATION OF FUNDAMENTAL EQUATIONS
Abstract
Fundamental equations were formulated of elastic equilibrium of thin walled beams subject to general loads and dislocations starting only from the hypothesis of non-deformed transverse cross sections. Formulation was made of the fundamental equations of dynamic stability of thin walled beams subject to general conservation loads and dislocations by use of a systematic geometrical approach.
Document Details
- Document Type
- Technical Report
- Publication Date
- Jan 01, 1966
- Accession Number
- AD0480031
Entities
People
- E. Giangreco
- M. Capurso
- M. Como
Organizations
- University of Naples Federico II