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Modified lateral pressure formula of shallow and circular silo considering the elasticities of silo...

Modified lateral pressure formula of shallow and circular silo considering the elasticities of silo...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_ceb1e96d841b45299e9007e9a815e39e

Modified lateral pressure formula of shallow and circular silo considering the elasticities of silo wall and storage materials

About this item

Full title

Modified lateral pressure formula of shallow and circular silo considering the elasticities of silo wall and storage materials

Author / Creator

Publisher

London: Nature Publishing Group UK

Journal title

Scientific reports, 2022-04, Vol.12 (1), p.7069-7069, Article 7069

Language

English

Formats

Publication information

Publisher

London: Nature Publishing Group UK

More information

Scope and Contents

Contents

For the shallow and circular silo (SCS), when the aspect ratio is between 1.0 and 1.5, the lateral pressure especially dynamic pressure may cause destruction if the size of the silo is large. This paper proposed a modified calculation method of lateral pressure on the silo wall of SCS, considering the elasticities of silo wall and storage materials...

Alternative Titles

Full title

Modified lateral pressure formula of shallow and circular silo considering the elasticities of silo wall and storage materials

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_ceb1e96d841b45299e9007e9a815e39e

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_ceb1e96d841b45299e9007e9a815e39e

Other Identifiers

ISSN

2045-2322

E-ISSN

2045-2322

DOI

10.1038/s41598-022-11305-6

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