Pull-through failures of crest-fixed steel claddings initiated by transverse splitting
Mahaarachchi, Dhammika & Mahendran, Mahen (2000) Pull-through failures of crest-fixed steel claddings initiated by transverse splitting. In 15th International Specialty Conference on Cold-Formed Steel Structures, 19-20 October 2000, St. Louis, Missouri.
Crest-fixed steel claddings made of thin, high strength steel often suffer from local pull-through failures at their screw connections during high wind events such as storms and hurricanes. Currently there aren't any adequate design provisions for these cladding systems except for the expensive testing provisions. Since the local pull-through failures in the less ductile steel claddings are initiated by transverse splitting at the fastener hole, analytical studies have not been able to determine the pull-through failure loads. Analytical studies could be used if a reliable splitting criterion is available. Therefore a series of two-span cladding tests was conducted on a range of crest-fixed steel cladding systems under simulated wind uplift loads. The strains in the sheeting around the critical fastener holes were measured until the pull-through failure. This paper presents the details of the experimental investigation and the results including a strain criterion for the local pull-through failure.
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|Item Type:||Conference Paper|
|Additional Information:||Compilation and indexing terms, Copyright 2013 Elsevier Inc.
Crest-fixed steel claddings
Transverse bending strains
|Keywords:||Steel structures, Ductility, Failure analysis, Mathematical models, Stress concentration, Structural design, Wind effects, Yield stress|
|Divisions:||Current > Schools > School of Civil Engineering & Built Environment
Current > QUT Faculties and Divisions > Science & Engineering Faculty
|Copyright Owner:||Copyright 2000 University of Missouri-Rolla|
|Deposited On:||15 Nov 2013 01:45|
|Last Modified:||17 Nov 2013 21:47|
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