Research Article
Apr 1971
Finite Deflections of Curved Beams
This article has a reply.
VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 97, Issue 2
Abstract
A theory was developed to predict load-deflection curves for curved beams under loading conditions that produce finite strains. The theory assumed that the curved beam could be approximated by a number of truncated pie-shaped segments with circular arcs for the inner and outer boundaries. The cross section of each segment was assumed to have a plane of symmetry; the centroidal normal force and bending moment acting on the segment were assumed to lie in the plane of symmetry and to remain constant over the included angle of the segment. Using known tension and compression engineering stress-strain diagrams, internal values of centroidal normal force and moment could be calculated for assumed deformations of the segment. An iterative procedure was used to obtain the deformations which would make the internal values of centroidal normal force and moment equal to the applied values. The deformed shapes of the pie-shaped segments were reassembled to give the deformed shape of the curved beam. Good agreement was found between theory and experiment for nine mild steel curved beams and two commercially available crane hooks.
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 97 • Issue 2 • April 1971
Pages: 345 - 358
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Apr 1971
Published online: Feb 3, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
John C. McWhorter
Asst. Prof., Dept. of Aerophysics and Aerospace Engrg., Mississippi State Univ., State College, Miss.
Harry R. Wetenkamp
Prof., Dept. of Theoretical and Applied Mechanics, Univ. of Illinois, Urbana, Ill
Omar M. Sidebottom
Prof., Dept. of Theoretical and Applied Mechanics, Univ. of Illinois, Urbana, Ill
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.