Research Article
Nov 1972
Considerations of Pipeline Tension Tie Problems
Authors: Lloyd C. Fowler, M.ASCE, Richard P. Lundahl, M.ASCE, and Robert W. Purdie, M.ASCEAuthor Affiliations
Publication: Transportation Engineering Journal of ASCE
Volume 98, Issue 4
Abstract
Two recent structural failures vividly illustrate problems experienced with the joint harness type tension ties commonly used on pipelines to prevent joint separation at flexible coupling locations. The transfer of imbalanced forces through joint harness tension tie bolts and lugs sets up high concentrations of streses in each element of the harness and the pipe wall. The tension tie bolt nut and washer pulled through the back plate of the joint harness lug in the first failure. The second failure occurred when the joint harness lug tore a section of pipe at the heel of the lug along the periphery of the lug to pipe weld. Both joint harnesses were designed using Table 19.7 or 19.8 in the AWWA M 11 Steel Pipe Manual. It is recommended that these joint harness design tables not be used until they can be further developed to better define limitations on pipe wall thickness, plate lug dimensions, pipeline configuration and construction practices.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Transportation Engineering Journal of ASCE
Volume 98 • Issue 4 • November 1972
Pages: 969 - 984
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Nov 1972
Published online: Feb 5, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Lloyd C. Fowler, M.ASCE
Dir. of Engrg., Santa Clara County Flood Control and Water District, San Jose, CA
Richard P. Lundahl, M.ASCE
Assoc. Civ. Engr., Santa Clara County Flood Control and Water District, San Jose, CA
Robert W. Purdie, M.ASCE
Assoc. Engr., Kennedy Engrs., San Francisco, CA
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.
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.