Abstract
Cold-formed, thin-walled flexural steel members are frequently used as structural elements in building. When such a member is subjected to a concentrated load or reaction, its web may cripple due to the high local intensity of the load. This type of failure is denoted as web crippling. This paper focuses on the description of an analytical web crippling model and the comparison of the model and tests results.
| Original language | English |
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| Title of host publication | Research on building structures and building physics : proceedings of an interuniverity research seminar, Eindhoven, November 18-20, 1992 |
| Editors | A.Th. Vermeltfoort |
| Place of Publication | Eindhoven |
| Publisher | Eindhoven University of Technology |
| Pages | 243-252 |
| ISBN (Print) | 90-6814-040-X |
| Publication status | Published - 1992 |
| Event | conference; Research on building structures and building physics; 1992-11-18; 1992-11-20 - Duration: 18 Nov 1992 → 20 Nov 1992 |
Conference
| Conference | conference; Research on building structures and building physics; 1992-11-18; 1992-11-20 |
|---|---|
| Period | 18/11/92 → 20/11/92 |
| Other | Research on building structures and building physics |