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Unified Shear Strength Model for Reinforced Concrete Beams—Part I: Development

Unified Shear Strength Model for Reinforced Concrete Beams—Part I: Development

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_miscellaneous_29004504

Unified Shear Strength Model for Reinforced Concrete Beams—Part I: Development

About this item

Full title

Unified Shear Strength Model for Reinforced Concrete Beams—Part I: Development

Publisher

Farmington Hills: American Concrete Institute

Journal title

ACI structural journal, 2007-03, Vol.104 (2), p.142-152

Language

English

Formats

Publication information

Publisher

Farmington Hills: American Concrete Institute

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

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

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