Research Article
Oct 1974
Ferrocement—Material Behavior in Flexure
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYAuthors: Colin D. Johnston and Dallas N. MowatAuthor Affiliations
Publication: Journal of the Structural Division
Volume 100, Issue 10
Abstract
The results of the program are derived from 80 tests on specimens in the form of planks measuring 36 in. x 6 in. x 1 in. (914 mm x 152 mm x 25 mm) subjected to third point loading in flexure. Variables include the type, amount, strength, and orientation of the reinforcement and the strength and density of the mortar. Comparisons of the performance of systems reinforced with expanded metal, welded mesh, woven mesh, parallel strand wire, and standard bars show that there are major differences with respect to both absolute strength and degree of conformity to the predictions of ultimate load analysis. Moreover, the order of superiority of the different systems depends on whether the application involves uniaxial or biaxial bending. Generally, these differences are associated with factors not taken into account in the standard load analysis-the geometry, orientation, and interlayer spacing of the reinforcement.
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 100 • Issue 10 • October 1974
Pages: 2053 - 2069
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Oct 1974
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Colin D. Johnston
Assoc. Prof. of Civ. Engrg., Univ. of Calgary, Calgary, Alberta, Canada
Dallas N. Mowat
Materials Engr. R. M. Hardy and Assocs., Vancouver, British Columbia, Canada; formerly, Grad. Student, Univ. of Calgary, Calgary, Alberta, Canada
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.