Research Article
Jan 1970
Analytical Study of Tubular Tee-Joints
Publication: Journal of the Structural Division
Volume 96, Issue 1
Abstract
A method of analysis, based on the Donnell-Jenkins shell equations, is presented by which a tubular cylindrical shell may be analyzed for any input loading or displacement pattern. Four computer programs which have been developed, based on this method of analysis, are described. The computer programs are then used to study typical tubular tee-joints in which a number of different assumptions are made as to the distribution of loading imposed on the chord tube by the web tube. The results are compared and analyzed with respect to the validity of presently used design assumptions. Finally, analytical results obtained by the computer are compared to those obtained from a case which has been previously studied experimentally.
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 96 • Issue 1 • January 1970
Pages: 65 - 87
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Jan 1970
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Alexander C. Scordelis, M.ASCE
Prof. of Civ. Engrg., Univ. of Calif., Berkeley, Calif.
Jack G. Bouwkamp, M.ASCE
Prof. of Civ. Engrg., Univ. of Calif., Berkeley, Calif.
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.