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Interactive buckling of beams in bending
- Source :
- Thin-Walled Structures, 12(5), 415-434. Elsevier
- Publication Year :
- 1991
- Publisher :
- Elsevier, 1991.
-
Abstract
- A discrete model involving a limited number of degrees of freedom is presented, for analyzing the interaction between overall lateral-torsional buckling and local flange buckling, qualitatively. The results are compared with experiments and show a good qualitative agreement. The results suggest that a quantitative numerical analysis based on Koiter's asymptotic approach may have a wide range of validity.
- Subjects :
- business.industry
Mechanical Engineering
Numerical analysis
Degrees of freedom (statistics)
ComputingMilieux_LEGALASPECTSOFCOMPUTING
Building and Construction
Bending
Structural engineering
Flange
Local theory
Classical mechanics
Buckling
Thin wall
Range (statistics)
business
Civil and Structural Engineering
Mathematics
Subjects
Details
- Language :
- English
- ISSN :
- 02638231
- Volume :
- 12
- Issue :
- 5
- Database :
- OpenAIRE
- Journal :
- Thin-Walled Structures
- Accession number :
- edsair.doi.dedup.....b4f2576e7b9c7c1768ee2f38c61439ba