Title
Cross-sectional stability of aluminium extrusions with arbitrary cross-sectional shapes - experimental and numerical research
Author
TNO Bouw en Ondergrond
Mennink, J.
Soetens, F.
Snijder, H.H.
Publication year
2005
Abstract
Aluminium extrusions applied in daily practice are often thin-walled with complex cross-sectional shapes. These shapes are based on a variety of demands that are in general non-structural. As a result, several types of instability may occur, including overall and cross-sectional instability modes as well as mode interactions. Research on overall buckling is usually based on simple and symmetrical cross-sections, whereas cross-sectional instability is simplified to buckling of individual plates. It is therefore highly unlikely that these design rules provide an accurate description of the actual buckling behaviour of arbitrary cross-sections. As predicted failure modes not necessarily agree with actual ones, the outcome of the results may be overly conservative but could be unsafe as well. This article provides a summary of results and insight obtained from an extensive experimental and numerical program executed, Mennink (2002). These results shed a new light on the actual buckling behaviour of members with non-standard crosssections
Subject
Architecture and Building
Buildings and Infrastructure
Built Environment
To reference this document use:
http://resolver.tudelft.nl/uuid:bcc5c820-2aea-460e-a7c7-19ec7850adcd
TNO identifier
330981
Source
Heron, 50 (50), 69-92
Document type
article