Abstract
The local web buckling behavior of coped I-beam was analyzed both experimentally and analytically. Three full-scale tests on the local web buckling strength of coped steel I-beams were carried out, in the experimental program. One of them was designed to investigate the local web buckling strength of coped section without stiffeners and two of them with horizontal stiffeners. It was shown that from the test results that obvious lateral deflections occurred at the coped part even horizontal stiffeners were provided.
| Original language | English |
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| Title of host publication | Proceedings - Annual Technical Session, Structural Stability Research Council |
| Pages | 439-458 |
| Number of pages | 20 |
| Publication status | Published - 1 Dec 2001 |
| Externally published | Yes |
| Event | Proceedings - 2001 Annual Technical Session, and Meeting, Structural Stability Research Council - Ft. Lauderdale, FL, United States Duration: 9 May 2001 → 12 May 2001 |
Conference
| Conference | Proceedings - 2001 Annual Technical Session, and Meeting, Structural Stability Research Council |
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| Country/Territory | United States |
| City | Ft. Lauderdale, FL |
| Period | 9/05/01 → 12/05/01 |
ASJC Scopus subject areas
- General Engineering