Research Article
Oct 1966
Optimum Frameworks under Single Load System
Publication: Journal of the Structural Division
Volume 92, Issue 5
Abstract
For a single load system, Michell has proposed a deformation criterion which a framework must satisfy if it is to be of minimum volume. The criterion is that the members of the optimum framework to equilibrate a given force system must all be strained by the same amount, the sign depending on the sign of the axial stress carried by the member. A general class of frames, satisfying the Michell condition of strain, consists of those whose bars, before and after deformation, form curves of orthogonal systems. The two basic orthogonal curvilinear systems used in the development of the Michell optimum structures are the polar coordinate system and the equiangular spiral system. Optimum structures are developed for six different force systems. These consist of (1) self-equilibrating systems of concentrated forces that can be supported by a truss or a simple beam, and (2) self-equilibrating system of forces and couples that can be supported by a cantilever beam or a prismatic beam with fixed ends.
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 92 • Issue 5 • October 1966
Pages: 261 - 286
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Oct 1966
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Dhanjoo N. Ghista
Post-Doctoral Research Assoc., Natl. Academy of Sciences, NASA, Ames Research Center, Moffett Field, 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.