Research Article
Mar 1977
Behavior of Steel-Deck-Reinforced Slabs
Publication: Journal of the Structural Division
Volume 103, Issue 3
Abstract
Results and behavioral characteristics are presented for five full-scale two-way slabs tested to ultimate. The concrete slabs were reinforced with composite corrugated cold-formed steel decking. Three slabs contained supplementary reinforcing in the form of welded wire fabric. Nominal out-to-out plan dimensions of the slabs were 16 ft by 12 ft (4.88 m by 3.66 m). Four slabs had a nominal thickness of 4-5/8 in. (118 mm) and one a thickness of 5-1/2 in. (140 mm). All slabs were subjected to four symmetrically placed concentrated loads (simulating a fork lift). Ultimate failure was a shear-bond action initiated by slippage between the steel deck and the concrete with the concrete moving outward parallel to the deck corrugations, resulting in end slip in the central regions of the slabs. The addition of the welded wire fabric influenced the behavioral characteristics and the ultimate load-carrying capacity. Near ultimate, the load-carrying action of the slabs was characteristic of a one-way slab.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Structural Division
Volume 103 • Issue 3 • March 1977
Pages: 663 - 677
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Mar 1977
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Max L. Porter, AM.ASCE
Asst. Prof. of Civ. Engrg., Iowa State Univ., Ames, Iowa
Carl E. Ekberg Jr., F.ASCE
Prof. and Head, Dept. of Civ. Engrg., Iowa State Univ., Ames, Iowa
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
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.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
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.