Load capacity and deformation behaviour of headed studs used in trapezoidal steel sheetings
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Bibliographic Details
| Author(s): |
Matthias Konrad
Ulrike Kuhlmann |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Published in: | IABSE Congress Chicago 2008 | ||||
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| Page(s): | 224-225 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2008 | ||||
| DOI: | 10.2749/222137908796292443 | ||||
| Abstract: |
So far design rules for headed studs in trapezoidal sheetings are purely based on experiments and do not take into account any specific failure mode. Recent research results point out the necessity to consider in more depth not only load capacity but also deformation behaviour. Within a currently ongoing project funded by DIBt, these questions are checked with a special view at the position of the stud in the rib and in case of two studs in the rib at the position to each other. The aim of the project is to clarify, if the safety level is sufficient with regard to the ductile behaviour and the load capacity. This paper summarises recent research results and presents the current status of this project. |
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| Keywords: |
composite beams headed studs trapezoidal steel sheeting
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