Research Article
Aug 1980

Static Response of Reduced Rotation Rope

Publication: Journal of the Engineering Mechanics Division
Volume 106, Issue 4

Abstract

A theory has been developed to predict the static response of a wire rope consisting of a left lay inner rope and a right lay outer rope. A nonrotating rope, under axial load, can be produced by a proper selection of the pitches of the outside and inside rope. The results of the theory are applied to a 1 x 19 wire rope in which all the individual wires in the rope have the same diameter. Expressions are presented for the various combinations of pitches which will produce such a rope and the results are shown in the form of a plot of the helix angle of the outside rope as a function of the helix angle of the inside rope. The theory is a frictionless one.

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 106Issue 4August 1980
Pages: 623 - 631

History

Published in print: Aug 1980
Published online: Feb 3, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

George A. Costello, M.ASCE
Prof., Dept. of Theoretical and Applied Mechanics, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
Robert E. Miller
Prof., Dept. of Theoretical and Applied Mechanics, Univ. of Illinois at Urbana-Champaign, 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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share