Minimum Shear Reinforcement for Reactive Powder Concrete Beams
Minimum Shear Reinforcement for Reactive Powder Concrete Beams
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Basel: MDPI AG
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Language
English
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Basel: MDPI AG
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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...
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Minimum Shear Reinforcement for Reactive Powder Concrete Beams
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TN_cdi_doaj_primary_oai_doaj_org_article_bac3f63cdc464fecb953d2af8fe7b7d7
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https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_bac3f63cdc464fecb953d2af8fe7b7d7
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ISSN
2673-4117
E-ISSN
2673-4117
DOI
10.3390/eng5020043