Shear Strength of Steel Fiber-Reinforced Concrete Beams without Web Reinforcement
Shear Strength of Steel Fiber-Reinforced Concrete Beams without Web Reinforcement
About this item
Full title
Author / Creator
Publisher
Farmington Hills: American Concrete Institute
Journal title
Language
English
Formats
Publication information
Publisher
Farmington Hills: American Concrete Institute
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More information
Scope and Contents
Contents
A theoretical approach was used to predict the shear strength of steel fiber reinforced concrete (FRC) slender beams without web reinforcement. In the FRC beam, the shear force applied to a cross section of the beam is resisted by both the compression zone and tension zone. The shear capacity of the compression zone was defined addressing the inter...
Alternative Titles
Full title
Shear Strength of Steel Fiber-Reinforced Concrete Beams without Web Reinforcement
Authors, Artists and Contributors
Author / Creator
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Record Identifier
TN_cdi_proquest_miscellaneous_29587252
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_miscellaneous_29587252
Other Identifiers
ISSN
0889-3241
E-ISSN
1944-7361
DOI
10.14359/18428