Modified Inelastic Buckling Load Equations for Tapered Members
Several theories have been developed for inelastic buckling; the tangent-modulus theory, the reduced-modulus theory, and Shanley’s theory (Shanley 1947) [8]. Shanley performed experimental investigations and compared the results to a mathematical analysis and found that inelastic buckling did not have a unique critical load.
Authors
- Bukaita Wisam
Institutions
- Lawrence Technological University (US)
Publication Details
- Journal
- American Journal of Biomedical Science & Research
- Published
- 2024-09-19
- DOI
- https://doi.org/10.34297/ajbsr.2024.24.003163
- Primary Topic
- Structural Load-Bearing Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00