Strain-Based Shear Strength Model for Slender Beams without Web Reinforcement
Strain-Based Shear Strength Model for Slender 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
Subjects
More information
Scope and Contents
Contents
A theoretical model was developed to predict the shear strength of slender reinforced concrete beams without shear reinforcement. The shear force applied to a cross section of the beam was assumed to be resisted primarily by the compression zone of intact concrete rather than by the tension zone. The shear capacity of the cross section was defined...
Alternative Titles
Full title
Strain-Based Shear Strength Model for Slender Beams without Web Reinforcement
Authors, Artists and Contributors
Author / Creator
Identifiers
Primary Identifiers
Record Identifier
TN_cdi_proquest_miscellaneous_36255488
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_miscellaneous_36255488
Other Identifiers
ISSN
0889-3241
E-ISSN
1944-7361
DOI
10.14359/18228
