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Buckling Instability
| Content Provider | Scilit |
|---|---|
| Author | McKenzie, William M. C. |
| Copyright Year | 2013 |
| Description | The effect of local buckling on global behaviour at the ultimate limit state is such that the yield stress cannot develop in all of the fibres of the cross-section. A consequence of this is that the limiting elastic moment of resistance cannot develop. The reduction in strength is due to premature buckling of the slender elements of the cross-section which are in (c) Flexural buckling N N (g) Web buckling/bearing (b) Distorsional buckling − translation and rotation at the nodes (e) Torsional buckling N N (d) Lateral-torsional buckling W (a) Local buckling − rotation only at the nodes Before After (h) Shear buckling (f) Torsional-flexural buckling N N a redistribution of the stresses to the stiffer edges as shown in Figure 6.3. Book Name: Examples in Structural Analysis |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2013-0-16250-3&isbn=9780429073908&doi=10.1201/b16336-10&format=pdf |
| Ending Page | 531 |
| Page Count | 54 |
| Starting Page | 478 |
| DOI | 10.1201/b16336-10 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2013-12-20 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Examples in Structural Analysis Mechanical Engineering Stress Ultimate Rotation Local Buckling Distorsional |
| Content Type | Text |
| Resource Type | Chapter |
