Unified Shear Strength Model for Reinforced Concrete Beams—Part I: Development
Unified Shear Strength Model for Reinforced Concrete Beams—Part I: Development
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
Subjects
More information
Scope and Contents
Contents
A theoretical model was developed to predict the shear strength of reinforced concrete (RC) beams with and without shear reinforcement. It was assumed that the shear strength of concrete beams can be determined from the failure of the compression zone of a beam cross section. The shear strength of the compression zone was evaluated, considering the...
Alternative Titles
Full title
Unified Shear Strength Model for Reinforced Concrete Beams—Part I: Development
Authors, Artists and Contributors
Author / Creator
Identifiers
Primary Identifiers
Record Identifier
TN_cdi_proquest_miscellaneous_29004504
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_miscellaneous_29004504
Other Identifiers
ISSN
0889-3241
E-ISSN
1944-7361
DOI
10.14359/18526