Abstract
An effective moment of inertia is developed for a rectangular, prismatic elasto-plastic beam with elastic, linear-hardening material behavior. The particular solution for a beam with elastic, perfectly plastic material behavior is also presented with applications for predicting beam deflections. Formulas are given for the direct application of Ieff for predicting deflections in closed-form of elasto-plastic beams with concentrated and distributed loads.
| Original language | English (US) |
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| Title of host publication | Proceedings of Engineering Mechanics |
| Publisher | ASCE |
| Pages | 254-257 |
| Number of pages | 4 |
| Volume | 1 |
| State | Published - 1996 |
| Event | Proceedings of the 1996 11th Conference on Engineering Mechanics. Part 1 (of 2) - Fort Lauderdale, FL, USA Duration: May 19 1996 → May 22 1996 |
Other
| Other | Proceedings of the 1996 11th Conference on Engineering Mechanics. Part 1 (of 2) |
|---|---|
| City | Fort Lauderdale, FL, USA |
| Period | 5/19/96 → 5/22/96 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Architecture