Statics and Stability of Thin-Walled Elastic Beams: Part I. Formulation of Fundamental Equations
Report Number: AFFDL TR 65-213 Part 1
Author(s): Giangreco, E., Capruso, M., Como, M.
Corporate Author(s): University of Naples
Laboratory: Air Force Flight Dynamics Laboratory
Date of Publication: 1966-01
Pages: 59
Contract: AF 61(052)-813
DoD Project: 1467
DoD Task: 146703
Identifier: AD0480031
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.
Provenance: Lockheed Martin Missiles & Fire Control
Author(s): Giangreco, E., Capruso, M., Como, M.
Corporate Author(s): University of Naples
Laboratory: Air Force Flight Dynamics Laboratory
Date of Publication: 1966-01
Pages: 59
Contract: AF 61(052)-813
DoD Project: 1467
DoD Task: 146703
Identifier: AD0480031
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.
Provenance: Lockheed Martin Missiles & Fire Control