Chapter
Apr 26, 2012
Modified Connection Details for Single Plate Steel Connections under Fire
Publication: Structures Congress 2009: Don't Mess with Structural Engineers: Expanding Our Role
Abstract
Single plate (shear tab) connections connect a beam to a girder or to a column, and they are designed to resist only shear loads. In a fire event, the axial restraint provided by adjacent structure creates unanticipated compressive and tensile forces in the beam and thus the connection. Using finite element (FE) models with contact elements, this study examines shear tab connections under fire. The model, validated by experimental data, represents the connection as well as a portion of the surrounding structure in a composite floor framing system. By extending the model beyond the connection region, the combination of shear, axial force and moment are properly represented in the connection during the fire. Previous studies have shown that large beam rotations and tensile forces result in bolt tear out (beam bearing) or bolt shear failure. This study shows how some simple modifications in the connection model affects the response (if at all).
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Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Beams
- Columns
- Connections (structural)
- Design (by type)
- Engineering fundamentals
- Failure modes
- Finite element method
- Fire resistance
- Forensic engineering
- Methodology (by type)
- Numerical methods
- Plates
- Shear failures
- Steel beams
- Steel columns
- Steel plates
- Structural design
- Structural engineering
- Structural members
- Structural systems
Authors
Affiliations
Graduate student, Department of Civil and Environmental Engineering, Princeton University. E-mail: [email protected]
Assistant Professor, Department of Civil and Environmental Engineering, Princeton University. E-mail: [email protected]
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.