Research Article
Feb 1977
Inelastic Finite Element Analysis Using Tresca Yield Condition
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 103, Issue 1
Abstract
A derivation of elastic-plastic stress rate-strain rate relations for strain-hardening materials in plane stress condition is presented in this paper for materials that obey Tresca yield condition. The development is similar to that for von Mises yield condition but differs significantly due to the special considerations necessary in dealing with the corners of the yield surface. These relationships are employed to obtain an elastic-plastic solution for a notched plate of strain-hardening material subjected to a monotonically increasing tensile load. The results are compared to those previously available in the literature. It is shown that the stress-strain relations developed for Tresca yield condition can be used as easily as those of von Mises yield condition which have commonly been employed. The resulting solution is more conservative and leads to safe results.
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 Engineering Mechanics Division
Volume 103 • Issue 1 • February 1977
Pages: 1 - 16
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Feb 1977
Published online: Feb 3, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Subhash C. Anand, M.ASCE
Prof., Dept. of Civ. Engrg., Clemson Univ., Clemson, S.C.
Frank E. Weisgerber
Asst. Prof., Dept. of Civ. Engrg., Univ. of Pittsburgh, Pittsburgh, Pa.; formerly, Grad. Student, Dept. of Civ. Engrg., Clemson Univ., Clemson, S.C.
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.