ON ONE-DIMENSIONAL FINITE-STRAIN BEAM THEORY: THE PLANE PROBLEM
The paper formulates a one-dimensional large-strain beam theory for plane deformations of plane beams, with rigorous consistency of dynamics and kinematics via application of the principle of virtual work. This formulation is complemented by considerations on how to obtain constitutive equations, and applied to the problem of buckling of circular rings, including the effects of axial normal strain and transverse shearing strain.
- Sponsored in part by National Science Foundation. Text in English; attached summary in English and German. Availability: Pub. in Jnl. of Mathematics and Physics (ZAMP), v23 p795-804 1972.
University of California, San DiegoDepartment of Applied Mechanics and Engineering Sciences
La Jolla, CA United States 92093-0085
- Reissner, E
- Publication Date: 1972-5-5
- Pagination: 10 p.
- TRT Terms: Beams; Buckling; Differential equations; Dynamics; Kinematics; Numerical analysis; Strain (Mechanics); Structural analysis
- Uncontrolled Terms: Structural stability
- Old TRIS Terms: Beams (Structural)
- Subject Areas: Marine Transportation; Materials;
- Accession Number: 00048317
- Record Type: Publication
- Source Agency: National Technical Information Service
- Contract Numbers: N00014-69-A-0200-602
- Files: TRIS
- Created Date: Nov 14 1973 12:00AM