1. Interactive buckling of beams in bending
- Author
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WJ Wim Groot, CM Cees Menken, Gaj Gerard Stallenberg, and Cardiovascular Biomechanics
- 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 - 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.
- Published
- 1991