Research Article
Jun 1964
Behavior of Hybrid Beams Subjected to Static Loads
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Structural Division
Volume 90, Issue 3
Abstract
Elastic and simple plastic theory are used to define the behavior of hybrid steel beams (beams with higher-strength steel flanges connected by lower-strength steel webs). Theoretical equations defining the moment-curvature relationship for pure bending and the initial yield and fully plastic conditions for combined bending and shear are presented. Tests on hybrid beams with different flange-yield strength to web-yield strength ratios show close agreement with the behavior predicted by the theoretical equations. Practical suggestions for hybrid beam design are presented. Comparable tests on conventional (homogeneous) welded beams demonstrate that the bending behavior of hybrid beams is not significantly different from that of conventional beams, especially when residual stresses are considered.
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 90 • Issue 3 • June 1964
Pages: 55 - 88
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Jun 1964
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Ronald W. Frost, AM.ASCE
Design Engr., Applied Research Lab., United States Steel Corporation, Monroeville, Pa.
Charles G. Schilling, AM.ASCE
Head, Engrg. Mechanics Sect., Applied Research Lab., United States Steel Corporation, Monroeville, Pa.
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.