Research Article
Jul 1979
Fatigue Behavior and Design of Ferrocement Beams
Authors: Perumalsamy N. Balaguru, Surendra P. Shah, M.ASCE, and Antoine E. Naaman, M.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 105, Issue 7
Abstract
Extensive experiments were carried out on ferrocement beams reinforced with various amounts (volume fraction from 2% to 6%) and types of square steel meshes. The beams were subjected to fatigue flexure with three levels of loading corresponding to approx −40%, −50%, and −60% of static yield load. Particular emphasis was given to the shape of the load-deflection curve and the cracking behavior as influenced by the number of loading cycles. Based on observed results linear regression equations are proposed to predict fatigue life of ferrocement as a function of the stress range in the outermost layer of steel mesh. Also, an exponential relation with two parameters is developed to predict the increase in deflection, average and maximum crack widths as a function of applied load, and number of loading cycles. The preceding relations are shown to be usefully adaptable to reinforced concrete beams subjected to fatigue flexure.
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 105 • Issue 7 • July 1979
Pages: 1333 - 1346
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Jul 1979
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Perumalsamy N. Balaguru
Asst. Prof. of Civ. Engrg. Dept. of Civ. and Environmental Engrg. Rutgers Univ., New Brunswick, N.J.
Surendra P. Shah, M.ASCE
Prof. of Civ. Engrg. Dept. of Materials Engrg., Univ. of Illinois at Chicago Circle, Chicago, Ill.
Antoine E. Naaman, M.ASCE
Assoc. Prof. of Struct. Design, Dept. of Materials Engrg., Univ. of Illinois at Chicago Circle, Chicago, 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.