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Minimum Shear Reinforcement for Reactive Powder Concrete Beams

Minimum Shear Reinforcement for Reactive Powder Concrete Beams

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_bac3f63cdc464fecb953d2af8fe7b7d7

Minimum Shear Reinforcement for Reactive Powder Concrete Beams

About this item

Full title

Minimum Shear Reinforcement for Reactive Powder Concrete Beams

Publisher

Basel: MDPI AG

Journal title

Eng (Basel, Switzerland), 2024-06, Vol.5 (2), p.801-818

Language

English

Formats

Publication information

Publisher

Basel: MDPI AG

More information

Scope and Contents

Contents

The aim of this research was to determine the minimal requirements for shear reinforcement for reactive powder concrete (RPC) rectangular cross-sectional beams with a compressive strength of 157 MPa and a steel fiber volume content of 2.0% that remained constant for all the tested beams. Additionally, the recommendations of KCI-2012 and AFGC-2013 f...

Alternative Titles

Full title

Minimum Shear Reinforcement for Reactive Powder Concrete Beams

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_bac3f63cdc464fecb953d2af8fe7b7d7

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_bac3f63cdc464fecb953d2af8fe7b7d7

Other Identifiers

ISSN

2673-4117

E-ISSN

2673-4117

DOI

10.3390/eng5020043

How to access this item