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Statics and Stability of Thin-Walled Elastic BEAMS. Part 1. Formulation of Fundamental Equations.


AD480031

Publication Date 1966
Personal Author Giangreco, E.; Capurso, M.; Como, M.
Page Count 58
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. (Author)
Keywords
  • Beams(Structural)
  • Elastic shells
  • Stability
  • Statics
  • Equilibrium(Physiology)
  • Stresses
  • Torsion
  • Equations
  • Elastic properties
  • Differential equations
  • Oscillation
  • Theory
  • Mathematical analysis
Source Agency
  • Non Paid Delimited ADS
NTIS Subject Category
  • 46E - Structural Mechanics
Corporate Authors Naples Univ (Italy) Inst of Structural Engineering
Document Type Technical Report
Title Note Final rept. Feb-Jun 65.
NTIS Issue Number 197714
Contract Number
  • AF 61(052)-813
Statics and Stability of Thin-Walled Elastic BEAMS. Part 1. Formulation of Fundamental Equations.
Statics and Stability of Thin-Walled Elastic BEAMS. Part 1. Formulation of Fundamental Equations.
AD480031

  • Beams(Structural)
  • Elastic shells
  • Stability
  • Statics
  • Equilibrium(Physiology)
  • Stresses
  • Torsion
  • Equations
  • Elastic properties
  • Differential equations
  • Oscillation
  • Theory
  • Mathematical analysis
  • Non Paid Delimited ADS
  • 46E - Structural Mechanics
  • AF 61(052)-813
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