DISCUSSIONS AND CLOSURES
May 1, 1999
Flexural Behavior of Steel Fiber Reinforced Concrete
Authors: Mohamed Maalej and T. S. LokAuthor Affiliations
Publication: Journal of Materials in Civil Engineering
Volume 11, Issue 2
![First page of PDF](/cms/10.1061/(ASCE)0899-1561(1999)11:2(179)/asset/724df14b-e1ab-4d7d-bd08-1c3969481027/assets/(asce)0899-1561(1999)11:2(179).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Bazant, Z. ( 1992). “Should design codes consider fracture mechanics size effect?” ACI SP-134: Concrete Design Based on Fracture Mechanics, American Concrete Institute, Detroit, Mich, 1–24.
2.
Li, V. C., and Hashida, T. ( 1992). “Ductile fracture in cementitious materials?” Fracture Mechanics of Concrete Structures, Z. P. Bazant, ed., Elsevier Applied Science, London, 526–535.
3.
Chen, L., Mindess, S., and Morgan, D. R. ( 1994). “Specimen geometry and toughness of steel-fiber-reinforced concrete.” J. Mat. Civ. Engrg., ASCE. 6(4), 529–541.
4.
Johnston, D. ( 1982). “Steel fiber reinforced and plain concrete: Factors influencing flexural strength measurement.” ACI J., Proc., 79(2), 131–138.
5.
Ward, R., and Li, V. C. ( 1990). “Dependence of flexural behavior of fiber reinforced mortar on fracture resistance and beam size.” J. Mat., 87(6), 627–637.
Information & Authors
Information
Published In
History
Published online: May 1, 1999
Published in print: May 1999
Permissions
Request permissions for this article.
Authors
Affiliations
Mohamed Maalej
T. S. Lok
Postdoctoral Fellow, Dept. of Civ. Engrg., Univ. of Toronto, Toronto, ON M5S 1A4, Canada.
Sr. Lect., School of Civ. Engrg., Univ. Coll., The Univ. of New South Wales, Australian Defence Force Academy, Canberra.
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.